diff --git a/dev/_static/documentation_options.js b/dev/_static/documentation_options.js index 6ad106d7..5f65d020 100644 --- a/dev/_static/documentation_options.js +++ b/dev/_static/documentation_options.js @@ -1,5 +1,5 @@ const DOCUMENTATION_OPTIONS = { - VERSION: '2.4.0', + VERSION: '2.4.1', LANGUAGE: 'en', COLLAPSE_INDEX: false, BUILDER: 'html', diff --git a/dev/community/tutorial.html b/dev/community/tutorial.html index a18748c5..8809492c 100644 --- a/dev/community/tutorial.html +++ b/dev/community/tutorial.html @@ -5,10 +5,10 @@ - Tutorials — geolib 2.4.0 documentation + Tutorials — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_dfoundations.html b/dev/community/tutorial_dfoundations.html index cf20f59d..37d12cfa 100644 --- a/dev/community/tutorial_dfoundations.html +++ b/dev/community/tutorial_dfoundations.html @@ -5,10 +5,10 @@ - Tutorial D-Foundations — geolib 2.4.0 documentation + Tutorial D-Foundations — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_dgeoflow.html b/dev/community/tutorial_dgeoflow.html index 15ebf946..201b12f4 100644 --- a/dev/community/tutorial_dgeoflow.html +++ b/dev/community/tutorial_dgeoflow.html @@ -5,10 +5,10 @@ - Tutorial D-Geo Flow — geolib 2.4.0 documentation + Tutorial D-Geo Flow — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_dsettlement.html b/dev/community/tutorial_dsettlement.html index 446efcac..1b13f5e4 100644 --- a/dev/community/tutorial_dsettlement.html +++ b/dev/community/tutorial_dsettlement.html @@ -5,10 +5,10 @@ - Tutorial D-Settlement — geolib 2.4.0 documentation + Tutorial D-Settlement — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_dsheetpiling.html b/dev/community/tutorial_dsheetpiling.html index 5cc4ecb7..911ee9bf 100644 --- a/dev/community/tutorial_dsheetpiling.html +++ b/dev/community/tutorial_dsheetpiling.html @@ -5,10 +5,10 @@ - Tutorial D-Sheet Piling — geolib 2.4.0 documentation + Tutorial D-Sheet Piling — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_dstability.html b/dev/community/tutorial_dstability.html index 6c092e89..b3f3b8c6 100644 --- a/dev/community/tutorial_dstability.html +++ b/dev/community/tutorial_dstability.html @@ -5,10 +5,10 @@ - Tutorials D-Stability — geolib 2.4.0 documentation + Tutorials D-Stability — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_dstability_fragility_curve.html b/dev/community/tutorial_dstability_fragility_curve.html index ede40cc7..ffc0e66a 100644 --- a/dev/community/tutorial_dstability_fragility_curve.html +++ b/dev/community/tutorial_dstability_fragility_curve.html @@ -5,10 +5,10 @@ - Creating a Fragility Curve — geolib 2.4.0 documentation + Creating a Fragility Curve — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_dstability_general.html b/dev/community/tutorial_dstability_general.html index 81629dee..e8f73faa 100644 --- a/dev/community/tutorial_dstability_general.html +++ b/dev/community/tutorial_dstability_general.html @@ -5,10 +5,10 @@ - Creating a D-Stability model — geolib 2.4.0 documentation + Creating a D-Stability model — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_multi.html b/dev/community/tutorial_multi.html index 69bde8e7..470f20fd 100644 --- a/dev/community/tutorial_multi.html +++ b/dev/community/tutorial_multi.html @@ -5,10 +5,10 @@ - Tutorial Multiple Calculations — geolib 2.4.0 documentation + Tutorial Multiple Calculations — geolib 2.4.1 documentation - + diff --git a/dev/community/tutorial_soil.html b/dev/community/tutorial_soil.html index c1ed01a6..96fd1f4f 100644 --- a/dev/community/tutorial_soil.html +++ b/dev/community/tutorial_soil.html @@ -5,10 +5,10 @@ - Tutorial Soils — geolib 2.4.0 documentation + Tutorial Soils — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.errors.html b/dev/dev/_autosummary/geolib.errors.html index eeccb0db..3cd5c5a4 100644 --- a/dev/dev/_autosummary/geolib.errors.html +++ b/dev/dev/_autosummary/geolib.errors.html @@ -5,10 +5,10 @@ - geolib.errors — geolib 2.4.0 documentation + geolib.errors — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.geometry.html b/dev/dev/_autosummary/geolib.geometry.html index f097da96..e151f2e0 100644 --- a/dev/dev/_autosummary/geolib.geometry.html +++ b/dev/dev/_autosummary/geolib.geometry.html @@ -5,10 +5,10 @@ - geolib.geometry — geolib 2.4.0 documentation + geolib.geometry — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.geometry.one.html b/dev/dev/_autosummary/geolib.geometry.one.html index 1066c1e3..880fd9be 100644 --- a/dev/dev/_autosummary/geolib.geometry.one.html +++ b/dev/dev/_autosummary/geolib.geometry.one.html @@ -5,10 +5,10 @@ - geolib.geometry.one — geolib 2.4.0 documentation + geolib.geometry.one — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.html b/dev/dev/_autosummary/geolib.html index 03c4395b..09d7ceb5 100644 --- a/dev/dev/_autosummary/geolib.html +++ b/dev/dev/_autosummary/geolib.html @@ -5,10 +5,10 @@ - geolib — geolib 2.4.0 documentation + geolib — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.base_model.html b/dev/dev/_autosummary/geolib.models.base_model.html index 6b8016f7..b3c96838 100644 --- a/dev/dev/_autosummary/geolib.models.base_model.html +++ b/dev/dev/_autosummary/geolib.models.base_model.html @@ -5,10 +5,10 @@ - geolib.models.base_model — geolib 2.4.0 documentation + geolib.models.base_model — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.base_model_structure.html b/dev/dev/_autosummary/geolib.models.base_model_structure.html index d359d0cc..0a0a8647 100644 --- a/dev/dev/_autosummary/geolib.models.base_model_structure.html +++ b/dev/dev/_autosummary/geolib.models.base_model_structure.html @@ -5,10 +5,10 @@ - geolib.models.base_model_structure — geolib 2.4.0 documentation + geolib.models.base_model_structure — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_model.html b/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_model.html index 86e04a89..b57c45c5 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_model.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_model.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations.dfoundations_model — geolib 2.4.0 documentation + geolib.models.dfoundations.dfoundations_model — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_parserprovider.html b/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_parserprovider.html index 16013759..1615f8c0 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_parserprovider.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_parserprovider.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations.dfoundations_parserprovider — geolib 2.4.0 documentation + geolib.models.dfoundations.dfoundations_parserprovider — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_structures.html b/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_structures.html index 5020298c..f1e47fcc 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_structures.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.dfoundations_structures.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations.dfoundations_structures — geolib 2.4.0 documentation + geolib.models.dfoundations.dfoundations_structures — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.html b/dev/dev/_autosummary/geolib.models.dfoundations.html index 033e8b83..bb53f77d 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations — geolib 2.4.0 documentation + geolib.models.dfoundations — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.internal.html b/dev/dev/_autosummary/geolib.models.dfoundations.internal.html index d9d060f2..1595587d 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.internal.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.internal.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations.internal — geolib 2.4.0 documentation + geolib.models.dfoundations.internal — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.internal_soil.html b/dev/dev/_autosummary/geolib.models.dfoundations.internal_soil.html index 1fe957de..259fa6fb 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.internal_soil.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.internal_soil.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations.internal_soil — geolib 2.4.0 documentation + geolib.models.dfoundations.internal_soil — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.piles.html b/dev/dev/_autosummary/geolib.models.dfoundations.piles.html index 767e8168..8fff0e2e 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.piles.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.piles.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations.piles — geolib 2.4.0 documentation + geolib.models.dfoundations.piles — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.profiles.html b/dev/dev/_autosummary/geolib.models.dfoundations.profiles.html index a9565a67..a211d269 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.profiles.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.profiles.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations.profiles — geolib 2.4.0 documentation + geolib.models.dfoundations.profiles — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dfoundations.serializer.html b/dev/dev/_autosummary/geolib.models.dfoundations.serializer.html index 568dedf7..cbf1f445 100644 --- a/dev/dev/_autosummary/geolib.models.dfoundations.serializer.html +++ b/dev/dev/_autosummary/geolib.models.dfoundations.serializer.html @@ -5,10 +5,10 @@ - geolib.models.dfoundations.serializer — geolib 2.4.0 documentation + geolib.models.dfoundations.serializer — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_model.html b/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_model.html index 0635ecc0..fce060c2 100644 --- a/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_model.html +++ b/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_model.html @@ -5,10 +5,10 @@ - geolib.models.dgeoflow.dgeoflow_model — geolib 2.4.0 documentation + geolib.models.dgeoflow.dgeoflow_model — geolib 2.4.1 documentation - + @@ -360,7 +360,7 @@
-model_fields: ClassVar[dict[str, FieldInfo]] = {'current_calculation_index': FieldInfo(annotation=int, required=False, default=0), 'current_id': FieldInfo(annotation=int, required=False, default=-1), 'current_scenario': FieldInfo(annotation=int, required=False, default=-1), 'current_scenario_index': FieldInfo(annotation=int, required=False, default=0), 'current_stage_index': FieldInfo(annotation=int, required=False, default=0), 'datastructure': FieldInfo(annotation=DGeoFlowStructure, required=False, default=DGeoFlowStructure(soillayers=[SoilLayerCollection(ContentVersion='2', Id='14', SoilLayers=[])], soils=SoilCollection(ContentVersion='2', Soils=[PersistableSoil(Code='H_Aa_ht_new', Id='2', Name='Embankment new', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Aa_ht_old', Id='3', Name='Embankment old', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_k_shallow', Id='4', Name='Clay, shallow', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_k_deep', Id='5', Name='Clay, deep', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_ko', Id='6', Name='Organic clay', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_vhv_v', Id='7', Name='Peat, shallow', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_vbv_v', Id='8', Name='Peat, deep', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='Sand', Id='9', Name='Sand', Notes='', HorizontalPermeability=30.0, VerticalPermeability=30.0), PersistableSoil(Code='P_Rk_k&s', Id='10', Name='Clay with silt', Notes='', HorizontalPermeability=0.1, VerticalPermeability=0.1), PersistableSoil(Code='H_Ro_z&k', Id='11', Name='Sand with clay', Notes='', HorizontalPermeability=1.0, VerticalPermeability=1.0), PersistableSoil(Code='Sand, less permeable', Id='12', Name='Sand, less permeable', Notes='', HorizontalPermeability=15.0, VerticalPermeability=15.0), PersistableSoil(Code='Sand, permeable', Id='13', Name='Sand, permeable', Notes='', HorizontalPermeability=45.0, VerticalPermeability=45.0)]), soilvisualizations=SoilVisualisation(ContentVersion='2', SoilVisualizations=[]), projectinfo=ProjectInfo(Analyst='', ApplicationCreated='', ApplicationModified='', ContentVersion='2', Created=datetime.date(2024, 8, 16), CrossSection='', Date=datetime.date(2024, 8, 16), IsDataValidated=False, LastModified=datetime.date(2024, 8, 16), LastModifier='GEOLib', Path='', Project='', Remarks='Created with GEOLib 2.4.0'), geometries=[Geometry(ContentVersion='2', Id='1', Layers=[])], boundary_conditions=[BoundaryConditionCollection(ContentVersion='2', Id='15', BoundaryConditions=[])], scenarios=[Scenario(ContentVersion='2', Id='0', Label='Scenario 1', Notes=None, GeometryId='1', SoilLayersId='14', Stages=[PersistableStage(Label='Stage 1', Notes=None, BoundaryConditionCollectionId='15')], Calculations=[PersistableCalculation(Label='Calculation 1', Notes=None, CalculationType=<CalculationTypeEnum.GROUNDWATER_FLOW: 'GroundwaterFlow'>, CriticalHeadId=None, CriticalHeadSearchSpace=PersistableCriticalHeadSearchSpace(MinimumHeadLevel=0.0, MaximumHeadLevel=1.0, StepSize=0.1), PipeTrajectory=None, MeshPropertiesId='16', ResultsId=None)])], mesh_properties=[MeshProperty(ContentVersion='2', Id='16', MeshProperties=[])], groundwater_flow_results=[], pipe_length_results=[], critical_head_results=[])), 'filename': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None)}
+model_fields: ClassVar[dict[str, FieldInfo]] = {'current_calculation_index': FieldInfo(annotation=int, required=False, default=0), 'current_id': FieldInfo(annotation=int, required=False, default=-1), 'current_scenario': FieldInfo(annotation=int, required=False, default=-1), 'current_scenario_index': FieldInfo(annotation=int, required=False, default=0), 'current_stage_index': FieldInfo(annotation=int, required=False, default=0), 'datastructure': FieldInfo(annotation=DGeoFlowStructure, required=False, default=DGeoFlowStructure(soillayers=[SoilLayerCollection(ContentVersion='2', Id='14', SoilLayers=[])], soils=SoilCollection(ContentVersion='2', Soils=[PersistableSoil(Code='H_Aa_ht_new', Id='2', Name='Embankment new', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Aa_ht_old', Id='3', Name='Embankment old', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_k_shallow', Id='4', Name='Clay, shallow', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_k_deep', Id='5', Name='Clay, deep', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_ko', Id='6', Name='Organic clay', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_vhv_v', Id='7', Name='Peat, shallow', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_vbv_v', Id='8', Name='Peat, deep', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='Sand', Id='9', Name='Sand', Notes='', HorizontalPermeability=30.0, VerticalPermeability=30.0), PersistableSoil(Code='P_Rk_k&s', Id='10', Name='Clay with silt', Notes='', HorizontalPermeability=0.1, VerticalPermeability=0.1), PersistableSoil(Code='H_Ro_z&k', Id='11', Name='Sand with clay', Notes='', HorizontalPermeability=1.0, VerticalPermeability=1.0), PersistableSoil(Code='Sand, less permeable', Id='12', Name='Sand, less permeable', Notes='', HorizontalPermeability=15.0, VerticalPermeability=15.0), PersistableSoil(Code='Sand, permeable', Id='13', Name='Sand, permeable', Notes='', HorizontalPermeability=45.0, VerticalPermeability=45.0)]), soilvisualizations=SoilVisualisation(ContentVersion='2', SoilVisualizations=[]), projectinfo=ProjectInfo(Analyst='', ApplicationCreated='', ApplicationModified='', ContentVersion='2', Created=datetime.date(2024, 8, 16), CrossSection='', Date=datetime.date(2024, 8, 16), IsDataValidated=False, LastModified=datetime.date(2024, 8, 16), LastModifier='GEOLib', Path='', Project='', Remarks='Created with GEOLib 2.4.1'), geometries=[Geometry(ContentVersion='2', Id='1', Layers=[])], boundary_conditions=[BoundaryConditionCollection(ContentVersion='2', Id='15', BoundaryConditions=[])], scenarios=[Scenario(ContentVersion='2', Id='0', Label='Scenario 1', Notes=None, GeometryId='1', SoilLayersId='14', Stages=[PersistableStage(Label='Stage 1', Notes=None, BoundaryConditionCollectionId='15')], Calculations=[PersistableCalculation(Label='Calculation 1', Notes=None, CalculationType=<CalculationTypeEnum.GROUNDWATER_FLOW: 'GroundwaterFlow'>, CriticalHeadId=None, CriticalHeadSearchSpace=PersistableCriticalHeadSearchSpace(MinimumHeadLevel=0.0, MaximumHeadLevel=1.0, StepSize=0.1), PipeTrajectory=None, MeshPropertiesId='16', ResultsId=None)])], mesh_properties=[MeshProperty(ContentVersion='2', Id='16', MeshProperties=[])], groundwater_flow_results=[], pipe_length_results=[], critical_head_results=[])), 'filename': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None)}

Metadata about the fields defined on the model, mapping of field names to [FieldInfo][pydantic.fields.FieldInfo].

This replaces Model.__fields__ from Pydantic V1.

diff --git a/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_parserprovider.html b/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_parserprovider.html index 8cd3d521..e29e0f21 100644 --- a/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_parserprovider.html +++ b/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_parserprovider.html @@ -5,10 +5,10 @@ - geolib.models.dgeoflow.dgeoflow_parserprovider — geolib 2.4.0 documentation + geolib.models.dgeoflow.dgeoflow_parserprovider — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_validator.html b/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_validator.html index 6a5419a5..c8a9e68e 100644 --- a/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_validator.html +++ b/dev/dev/_autosummary/geolib.models.dgeoflow.dgeoflow_validator.html @@ -5,10 +5,10 @@ - geolib.models.dgeoflow.dgeoflow_validator — geolib 2.4.0 documentation + geolib.models.dgeoflow.dgeoflow_validator — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dgeoflow.html b/dev/dev/_autosummary/geolib.models.dgeoflow.html index 8bc5d0f8..80841bdc 100644 --- a/dev/dev/_autosummary/geolib.models.dgeoflow.html +++ b/dev/dev/_autosummary/geolib.models.dgeoflow.html @@ -5,10 +5,10 @@ - geolib.models.dgeoflow — geolib 2.4.0 documentation + geolib.models.dgeoflow — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dgeoflow.internal.html b/dev/dev/_autosummary/geolib.models.dgeoflow.internal.html index bf79e44a..804da646 100644 --- a/dev/dev/_autosummary/geolib.models.dgeoflow.internal.html +++ b/dev/dev/_autosummary/geolib.models.dgeoflow.internal.html @@ -5,10 +5,10 @@ - geolib.models.dgeoflow.internal — geolib 2.4.0 documentation + geolib.models.dgeoflow.internal — geolib 2.4.1 documentation - + @@ -597,7 +597,7 @@
-model_fields: ClassVar[dict[str, FieldInfo]] = {'boundary_conditions': FieldInfo(annotation=List[BoundaryConditionCollection], required=False, default=[BoundaryConditionCollection(ContentVersion='2', Id='15', BoundaryConditions=[])]), 'critical_head_results': FieldInfo(annotation=List[CriticalHeadResult], required=False, default=[]), 'geometries': FieldInfo(annotation=List[Geometry], required=False, default=[Geometry(ContentVersion='2', Id='1', Layers=[])]), 'groundwater_flow_results': FieldInfo(annotation=List[GroundwaterFlowResult], required=False, default=[]), 'mesh_properties': FieldInfo(annotation=List[MeshProperty], required=False, default=[MeshProperty(ContentVersion='2', Id='16', MeshProperties=[])]), 'pipe_length_results': FieldInfo(annotation=List[PipeLengthResult], required=False, default=[]), 'projectinfo': FieldInfo(annotation=ProjectInfo, required=False, default=ProjectInfo(Analyst='', ApplicationCreated='', ApplicationModified='', ContentVersion='2', Created=datetime.date(2024, 8, 16), CrossSection='', Date=datetime.date(2024, 8, 16), IsDataValidated=False, LastModified=datetime.date(2024, 8, 16), LastModifier='GEOLib', Path='', Project='', Remarks='Created with GEOLib 2.4.0')), 'scenarios': FieldInfo(annotation=List[Scenario], required=False, default=[Scenario(ContentVersion='2', Id='0', Label='Scenario 1', Notes=None, GeometryId='1', SoilLayersId='14', Stages=[PersistableStage(Label='Stage 1', Notes=None, BoundaryConditionCollectionId='15')], Calculations=[PersistableCalculation(Label='Calculation 1', Notes=None, CalculationType=<CalculationTypeEnum.GROUNDWATER_FLOW: 'GroundwaterFlow'>, CriticalHeadId=None, CriticalHeadSearchSpace=PersistableCriticalHeadSearchSpace(MinimumHeadLevel=0.0, MaximumHeadLevel=1.0, StepSize=0.1), PipeTrajectory=None, MeshPropertiesId='16', ResultsId=None)])]), 'soillayers': FieldInfo(annotation=List[SoilLayerCollection], required=False, default=[SoilLayerCollection(ContentVersion='2', Id='14', SoilLayers=[])]), 'soils': FieldInfo(annotation=SoilCollection, required=False, default=SoilCollection(ContentVersion='2', Soils=[PersistableSoil(Code='H_Aa_ht_new', Id='2', Name='Embankment new', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Aa_ht_old', Id='3', Name='Embankment old', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_k_shallow', Id='4', Name='Clay, shallow', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_k_deep', Id='5', Name='Clay, deep', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_ko', Id='6', Name='Organic clay', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_vhv_v', Id='7', Name='Peat, shallow', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_vbv_v', Id='8', Name='Peat, deep', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='Sand', Id='9', Name='Sand', Notes='', HorizontalPermeability=30.0, VerticalPermeability=30.0), PersistableSoil(Code='P_Rk_k&s', Id='10', Name='Clay with silt', Notes='', HorizontalPermeability=0.1, VerticalPermeability=0.1), PersistableSoil(Code='H_Ro_z&k', Id='11', Name='Sand with clay', Notes='', HorizontalPermeability=1.0, VerticalPermeability=1.0), PersistableSoil(Code='Sand, less permeable', Id='12', Name='Sand, less permeable', Notes='', HorizontalPermeability=15.0, VerticalPermeability=15.0), PersistableSoil(Code='Sand, permeable', Id='13', Name='Sand, permeable', Notes='', HorizontalPermeability=45.0, VerticalPermeability=45.0)])), 'soilvisualizations': FieldInfo(annotation=SoilVisualisation, required=False, default=SoilVisualisation(ContentVersion='2', SoilVisualizations=[]))}
+model_fields: ClassVar[dict[str, FieldInfo]] = {'boundary_conditions': FieldInfo(annotation=List[BoundaryConditionCollection], required=False, default=[BoundaryConditionCollection(ContentVersion='2', Id='15', BoundaryConditions=[])]), 'critical_head_results': FieldInfo(annotation=List[CriticalHeadResult], required=False, default=[]), 'geometries': FieldInfo(annotation=List[Geometry], required=False, default=[Geometry(ContentVersion='2', Id='1', Layers=[])]), 'groundwater_flow_results': FieldInfo(annotation=List[GroundwaterFlowResult], required=False, default=[]), 'mesh_properties': FieldInfo(annotation=List[MeshProperty], required=False, default=[MeshProperty(ContentVersion='2', Id='16', MeshProperties=[])]), 'pipe_length_results': FieldInfo(annotation=List[PipeLengthResult], required=False, default=[]), 'projectinfo': FieldInfo(annotation=ProjectInfo, required=False, default=ProjectInfo(Analyst='', ApplicationCreated='', ApplicationModified='', ContentVersion='2', Created=datetime.date(2024, 8, 16), CrossSection='', Date=datetime.date(2024, 8, 16), IsDataValidated=False, LastModified=datetime.date(2024, 8, 16), LastModifier='GEOLib', Path='', Project='', Remarks='Created with GEOLib 2.4.1')), 'scenarios': FieldInfo(annotation=List[Scenario], required=False, default=[Scenario(ContentVersion='2', Id='0', Label='Scenario 1', Notes=None, GeometryId='1', SoilLayersId='14', Stages=[PersistableStage(Label='Stage 1', Notes=None, BoundaryConditionCollectionId='15')], Calculations=[PersistableCalculation(Label='Calculation 1', Notes=None, CalculationType=<CalculationTypeEnum.GROUNDWATER_FLOW: 'GroundwaterFlow'>, CriticalHeadId=None, CriticalHeadSearchSpace=PersistableCriticalHeadSearchSpace(MinimumHeadLevel=0.0, MaximumHeadLevel=1.0, StepSize=0.1), PipeTrajectory=None, MeshPropertiesId='16', ResultsId=None)])]), 'soillayers': FieldInfo(annotation=List[SoilLayerCollection], required=False, default=[SoilLayerCollection(ContentVersion='2', Id='14', SoilLayers=[])]), 'soils': FieldInfo(annotation=SoilCollection, required=False, default=SoilCollection(ContentVersion='2', Soils=[PersistableSoil(Code='H_Aa_ht_new', Id='2', Name='Embankment new', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Aa_ht_old', Id='3', Name='Embankment old', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_k_shallow', Id='4', Name='Clay, shallow', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_k_deep', Id='5', Name='Clay, deep', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_Rk_ko', Id='6', Name='Organic clay', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_vhv_v', Id='7', Name='Peat, shallow', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='H_vbv_v', Id='8', Name='Peat, deep', Notes='', HorizontalPermeability=0.01, VerticalPermeability=0.01), PersistableSoil(Code='Sand', Id='9', Name='Sand', Notes='', HorizontalPermeability=30.0, VerticalPermeability=30.0), PersistableSoil(Code='P_Rk_k&s', Id='10', Name='Clay with silt', Notes='', HorizontalPermeability=0.1, VerticalPermeability=0.1), PersistableSoil(Code='H_Ro_z&k', Id='11', Name='Sand with clay', Notes='', HorizontalPermeability=1.0, VerticalPermeability=1.0), PersistableSoil(Code='Sand, less permeable', Id='12', Name='Sand, less permeable', Notes='', HorizontalPermeability=15.0, VerticalPermeability=15.0), PersistableSoil(Code='Sand, permeable', Id='13', Name='Sand, permeable', Notes='', HorizontalPermeability=45.0, VerticalPermeability=45.0)])), 'soilvisualizations': FieldInfo(annotation=SoilVisualisation, required=False, default=SoilVisualisation(ContentVersion='2', SoilVisualizations=[]))}

Metadata about the fields defined on the model, mapping of field names to [FieldInfo][pydantic.fields.FieldInfo].

This replaces Model.__fields__ from Pydantic V1.

@@ -2078,7 +2078,7 @@
-model_fields: ClassVar[dict[str, FieldInfo]] = {'Analyst': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ApplicationCreated': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ApplicationModified': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ContentVersion': FieldInfo(annotation=Union[str, NoneType], required=False, default='2'), 'Created': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'CrossSection': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Date': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'IsDataValidated': FieldInfo(annotation=Union[bool, NoneType], required=False, default=False), 'LastModified': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'LastModifier': FieldInfo(annotation=Union[str, NoneType], required=False, default='GEOLib'), 'Path': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Project': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Remarks': FieldInfo(annotation=Union[str, NoneType], required=False, default='Created with GEOLib 2.4.0')}
+model_fields: ClassVar[dict[str, FieldInfo]] = {'Analyst': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ApplicationCreated': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ApplicationModified': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ContentVersion': FieldInfo(annotation=Union[str, NoneType], required=False, default='2'), 'Created': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'CrossSection': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Date': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'IsDataValidated': FieldInfo(annotation=Union[bool, NoneType], required=False, default=False), 'LastModified': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'LastModifier': FieldInfo(annotation=Union[str, NoneType], required=False, default='GEOLib'), 'Path': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Project': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Remarks': FieldInfo(annotation=Union[str, NoneType], required=False, default='Created with GEOLib 2.4.1')}

Metadata about the fields defined on the model, mapping of field names to [FieldInfo][pydantic.fields.FieldInfo].

This replaces Model.__fields__ from Pydantic V1.

diff --git a/dev/dev/_autosummary/geolib.models.dgeoflow.serializer.html b/dev/dev/_autosummary/geolib.models.dgeoflow.serializer.html index a5fc1e4a..06d9bb0f 100644 --- a/dev/dev/_autosummary/geolib.models.dgeoflow.serializer.html +++ b/dev/dev/_autosummary/geolib.models.dgeoflow.serializer.html @@ -5,10 +5,10 @@ - geolib.models.dgeoflow.serializer — geolib 2.4.0 documentation + geolib.models.dgeoflow.serializer — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dgeoflow.utils.html b/dev/dev/_autosummary/geolib.models.dgeoflow.utils.html index 744d5c16..23218cce 100644 --- a/dev/dev/_autosummary/geolib.models.dgeoflow.utils.html +++ b/dev/dev/_autosummary/geolib.models.dgeoflow.utils.html @@ -5,10 +5,10 @@ - geolib.models.dgeoflow.utils — geolib 2.4.0 documentation + geolib.models.dgeoflow.utils — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dseries_parser.html b/dev/dev/_autosummary/geolib.models.dseries_parser.html index 7949305a..2536652d 100644 --- a/dev/dev/_autosummary/geolib.models.dseries_parser.html +++ b/dev/dev/_autosummary/geolib.models.dseries_parser.html @@ -5,10 +5,10 @@ - geolib.models.dseries_parser — geolib 2.4.0 documentation + geolib.models.dseries_parser — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.drain_types.html b/dev/dev/_autosummary/geolib.models.dsettlement.drain_types.html index e4bd792e..fb7bef41 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.drain_types.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.drain_types.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.drain_types — geolib 2.4.0 documentation + geolib.models.dsettlement.drain_types — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.drains.html b/dev/dev/_autosummary/geolib.models.dsettlement.drains.html index 0f82dc6c..ac7560b5 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.drains.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.drains.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.drains — geolib 2.4.0 documentation + geolib.models.dsettlement.drains — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_model.html b/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_model.html index 66ee135a..299f2b3f 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_model.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_model.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.dsettlement_model — geolib 2.4.0 documentation + geolib.models.dsettlement.dsettlement_model — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_parserprovider.html b/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_parserprovider.html index a20e37de..e642dcf8 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_parserprovider.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_parserprovider.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.dsettlement_parserprovider — geolib 2.4.0 documentation + geolib.models.dsettlement.dsettlement_parserprovider — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_structures.html b/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_structures.html index 8c14261b..9925c65d 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_structures.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.dsettlement_structures.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.dsettlement_structures — geolib 2.4.0 documentation + geolib.models.dsettlement.dsettlement_structures — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.html b/dev/dev/_autosummary/geolib.models.dsettlement.html index db00e1ed..8b517383 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement — geolib 2.4.0 documentation + geolib.models.dsettlement — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.internal.html b/dev/dev/_autosummary/geolib.models.dsettlement.internal.html index eaf5f4fd..97616141 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.internal.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.internal.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.internal — geolib 2.4.0 documentation + geolib.models.dsettlement.internal — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.internal_soil.html b/dev/dev/_autosummary/geolib.models.dsettlement.internal_soil.html index 527b9344..eabb8d54 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.internal_soil.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.internal_soil.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.internal_soil — geolib 2.4.0 documentation + geolib.models.dsettlement.internal_soil — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.loads.html b/dev/dev/_autosummary/geolib.models.dsettlement.loads.html index 2e2d8f16..c4b68589 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.loads.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.loads.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.loads — geolib 2.4.0 documentation + geolib.models.dsettlement.loads — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.probabilistic_calculation_types.html b/dev/dev/_autosummary/geolib.models.dsettlement.probabilistic_calculation_types.html index a81337d6..63ff2049 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.probabilistic_calculation_types.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.probabilistic_calculation_types.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.probabilistic_calculation_types — geolib 2.4.0 documentation + geolib.models.dsettlement.probabilistic_calculation_types — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsettlement.serializer.html b/dev/dev/_autosummary/geolib.models.dsettlement.serializer.html index 88eab9d6..250f5f1b 100644 --- a/dev/dev/_autosummary/geolib.models.dsettlement.serializer.html +++ b/dev/dev/_autosummary/geolib.models.dsettlement.serializer.html @@ -5,10 +5,10 @@ - geolib.models.dsettlement.serializer — geolib 2.4.0 documentation + geolib.models.dsettlement.serializer — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.calculation_options.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.calculation_options.html index 1ecdd9e6..9f74a4df 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.calculation_options.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.calculation_options.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.calculation_options — geolib 2.4.0 documentation + geolib.models.dsheetpiling.calculation_options — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.constructions.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.constructions.html index 3275942f..a7c889e9 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.constructions.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.constructions.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.constructions — geolib 2.4.0 documentation + geolib.models.dsheetpiling.constructions — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_model.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_model.html index f218b9b2..ebc5610c 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_model.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_model.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.dsheetpiling_model — geolib 2.4.0 documentation + geolib.models.dsheetpiling.dsheetpiling_model — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_parserprovider.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_parserprovider.html index daf938fd..65fa1e76 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_parserprovider.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_parserprovider.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.dsheetpiling_parserprovider — geolib 2.4.0 documentation + geolib.models.dsheetpiling.dsheetpiling_parserprovider — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_structures.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_structures.html index b80c126a..cf5e4fb7 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_structures.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_structures.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.dsheetpiling_structures — geolib 2.4.0 documentation + geolib.models.dsheetpiling.dsheetpiling_structures — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_validator.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_validator.html index a92378b6..996949a9 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_validator.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.dsheetpiling_validator.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.dsheetpiling_validator — geolib 2.4.0 documentation + geolib.models.dsheetpiling.dsheetpiling_validator — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.html index 2b3b440f..00fce3fb 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling — geolib 2.4.0 documentation + geolib.models.dsheetpiling — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.internal.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.internal.html index a04eae71..0cae477a 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.internal.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.internal.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.internal — geolib 2.4.0 documentation + geolib.models.dsheetpiling.internal — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.internal_partial_factors.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.internal_partial_factors.html index a600badf..b46c8ac1 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.internal_partial_factors.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.internal_partial_factors.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.internal_partial_factors — geolib 2.4.0 documentation + geolib.models.dsheetpiling.internal_partial_factors — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.loads.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.loads.html index 27713efa..24d4e301 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.loads.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.loads.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.loads — geolib 2.4.0 documentation + geolib.models.dsheetpiling.loads — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.profiles.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.profiles.html index 1a7b30c1..199e6e87 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.profiles.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.profiles.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.profiles — geolib 2.4.0 documentation + geolib.models.dsheetpiling.profiles — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.serializer.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.serializer.html index 32b5501a..024551fb 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.serializer.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.serializer.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.serializer — geolib 2.4.0 documentation + geolib.models.dsheetpiling.serializer — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.settings.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.settings.html index 8db9b47a..ee5829cd 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.settings.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.settings.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.settings — geolib 2.4.0 documentation + geolib.models.dsheetpiling.settings — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.supports.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.supports.html index 57d57d92..b4336b54 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.supports.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.supports.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.supports — geolib 2.4.0 documentation + geolib.models.dsheetpiling.supports — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.surface.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.surface.html index 015d0e1b..8022eb2c 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.surface.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.surface.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.surface — geolib 2.4.0 documentation + geolib.models.dsheetpiling.surface — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dsheetpiling.water_level.html b/dev/dev/_autosummary/geolib.models.dsheetpiling.water_level.html index 64ee23c5..697c9653 100644 --- a/dev/dev/_autosummary/geolib.models.dsheetpiling.water_level.html +++ b/dev/dev/_autosummary/geolib.models.dsheetpiling.water_level.html @@ -5,10 +5,10 @@ - geolib.models.dsheetpiling.water_level — geolib 2.4.0 documentation + geolib.models.dsheetpiling.water_level — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.analysis.html b/dev/dev/_autosummary/geolib.models.dstability.analysis.html index d9af46f2..3ddce3b3 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.analysis.html +++ b/dev/dev/_autosummary/geolib.models.dstability.analysis.html @@ -5,10 +5,10 @@ - geolib.models.dstability.analysis — geolib 2.4.0 documentation + geolib.models.dstability.analysis — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.dstability_model.html b/dev/dev/_autosummary/geolib.models.dstability.dstability_model.html index 9ca7c6d5..51db4511 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.dstability_model.html +++ b/dev/dev/_autosummary/geolib.models.dstability.dstability_model.html @@ -5,10 +5,10 @@ - geolib.models.dstability.dstability_model — geolib 2.4.0 documentation + geolib.models.dstability.dstability_model — geolib 2.4.1 documentation - + @@ -741,7 +741,7 @@
-model_fields: ClassVar[dict[str, FieldInfo]] = {'current_calculation': FieldInfo(annotation=int, required=False, default=-1), 'current_id': FieldInfo(annotation=int, required=False, default=-1), 'current_scenario': FieldInfo(annotation=int, required=False, default=-1), 'current_stage': FieldInfo(annotation=int, required=False, default=-1), 'datastructure': FieldInfo(annotation=DStabilityStructure, required=False, default=DStabilityStructure(waternets=[Waternet(Id='14', ContentVersion='2', PhreaticLineId=None, HeadLines=[], ReferenceLines=[], UnitWeightWater=9.81)], waternetcreatorsettings=[WaternetCreatorSettings(AdjustForUplift=False, AquiferInsideAquitardLayerId=None, AquiferLayerId=None, AquiferLayerInsideAquitardLeakageLengthInwards='NaN', AquiferLayerInsideAquitardLeakageLengthOutwards='NaN', AquitardHeadLandSide='NaN', AquitardHeadWaterSide='NaN', ContentVersion='2', DitchCharacteristics=PersistableDitchCharacteristics(DitchBottomEmbankmentSide='NaN', DitchBottomLandSide='NaN', DitchEmbankmentSide='NaN', DitchLandSide='NaN'), DrainageConstruction=PersistablePoint(X='NaN', Z='NaN'), EmbankmentCharacteristics=PersistableEmbankmentCharacteristics(EmbankmentToeLandSide='NaN', EmbankmentToeWaterSide='NaN', EmbankmentTopLandSide='NaN', EmbankmentTopWaterSide='NaN', ShoulderBaseLandSide='NaN'), EmbankmentSoilScenario=<EmbankmentSoilScenarioEnum.CLAY_EMBANKMENT_ON_CLAY: 'ClayEmbankmentOnClay'>, Id='15', InitialLevelEmbankmentTopLandSide='NaN', InitialLevelEmbankmentTopWaterSide='NaN', IntrusionLength='NaN', IsAquiferLayerInsideAquitard=False, IsDitchPresent=False, IsDrainageConstructionPresent=False, MeanWaterLevel='NaN', NormativeWaterLevel='NaN', OffsetEmbankmentToeLandSide='NaN', OffsetEmbankmentTopLandSide='NaN', OffsetEmbankmentTopWaterSide='NaN', OffsetShoulderBaseLandSide='NaN', PleistoceneLeakageLengthInwards='NaN', PleistoceneLeakageLengthOutwards='NaN', UseDefaultOffsets=True, WaterLevelHinterland='NaN')], states=[State(ContentVersion='2', Id='16', StateLines=[], StatePoints=[])], statecorrelations=[StateCorrelation(ContentVersion='2', Id='17', StateCorrelations=[])], scenarios=[Scenario(Stages=[Stage(DecorationsId='12', GeometryId='11', Id='43', Label='Stage 1', LoadsId='18', Notes='Default stage by GEOLib', ReinforcementsId='19', SoilLayersId='13', StateCorrelationsId='17', StateId='16', WaternetCreatorSettingsId='15', WaternetId='14')], Calculations=[PersistableCalculation(Id='42', Label='Calculation 1', Notes='Default calculation by GEOLib', ResultId=None, CalculationSettingsId='20')], ContentVersion='2', Id='0', Label='Scenario 1', Notes='Default Scenario by GEOLib')], soillayers=[SoilLayerCollection(ContentVersion='2', Id='13', SoilLayers=[])], soilcorrelation=SoilCorrelation(ContentVersion='2', SoilCorrelations=[]), soils=SoilCollection(ContentVersion='2', Soils=[PersistableSoil(Code='H_Aa_ht_new', Id='2', IsProbabilistic=False, Name='Embankment new', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=7.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.26, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=19.3, VolumetricWeightBelowPhreaticLevel=19.3, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Aa_ht_old', Id='3', IsProbabilistic=False, Name='Embankment old', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=7.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.26, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_k_shallow', Id='4', IsProbabilistic=False, Name='Clay, shallow', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.23, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=14.8, VolumetricWeightBelowPhreaticLevel=14.8, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_k_deep', Id='5', IsProbabilistic=False, Name='Clay, deep', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.23, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=15.6, VolumetricWeightBelowPhreaticLevel=15.6, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_ko', Id='6', IsProbabilistic=False, Name='Organic clay', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.24, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.85, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=13.9, VolumetricWeightBelowPhreaticLevel=13.9, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_vhv_v', Id='7', IsProbabilistic=False, Name='Peat, shallow', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.3, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=10.1, VolumetricWeightBelowPhreaticLevel=10.1, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_vbv_v', Id='8', IsProbabilistic=False, Name='Peat, deep', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.27, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=11.0, VolumetricWeightBelowPhreaticLevel=11.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='Sand', Id='9', IsProbabilistic=False, Name='Sand', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.0, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=20.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='P_Rk_k&s', Id='10', IsProbabilistic=False, Name='Clay with silt', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.22, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Ro_z&k', Id='11', IsProbabilistic=False, Name='Sand with clay', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.22, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0))]), soilvisualizations=SoilVisualisation(ContentVersion='2', SoilVisualizations=[]), reinforcements=[Reinforcements(Id='19', ContentVersion='2', ForbiddenLines=[], Geotextiles=[], Nails=[])], projectinfo=ProjectInfo(Analyst='', ApplicationCreated='', ApplicationModified='', ContentVersion='2', Created=datetime.date(2024, 8, 16), CrossSection='', Date=datetime.date(2024, 8, 16), IsDataValidated=False, LastModified=datetime.date(2024, 8, 16), LastModifier='GEOLib', Path='', Project='', Remarks='Created with GEOLib 2.4.0'), nailproperties=NailProperties(ContentVersion='2', NailPropertiesForSoils=[]), loads=[Loads(Id='18', ContentVersion='2', Earthquake=PersistableEarthquake(Consolidations=[], FreeWaterFactor=0.0, HorizontalFactor=0.0, IsEnabled=False, Label='', Notes='', VerticalFactor=0.0), LayerLoads=[], LineLoads=[], Trees=[], UniformLoads=[])], decorations=[Decorations(Elevations=[], ContentVersion='2', Excavations=[], Id='12')], calculationsettings=[CalculationSettings(AnalysisType=<AnalysisTypeEnum.BISHOP_BRUTE_FORCE: 'BishopBruteForce'>, Bishop=PersistableBishopSettings(Circle=PersistableCircle(Center=PersistablePoint(X='NaN', Z='NaN'), Radius='NaN'), Label='', Notes=''), BishopBruteForce=PersistableBishopBruteForceSettings(GridEnhancements=PersistableGridEnhancements(ExtrapolateSearchSpace=True), SearchGrid=PersistableSearchGrid(BottomLeft=None, Label='', Notes='', NumberOfPointsInX=1, NumberOfPointsInZ=1, Space=1.0), SlipPlaneConstraints=PersistableSlipPlaneConstraints(IsSizeConstraintsEnabled=False, IsZoneAConstraintsEnabled=False, IsZoneBConstraintsEnabled=False, MinimumSlipPlaneDepth=0.0, MinimumSlipPlaneLength=0.0, WidthZoneA=0.0, WidthZoneB=0.0, XLeftZoneA=0.0, XLeftZoneB=0.0), TangentLines=PersistableTangentLines(BottomTangentLineZ='NaN', Label='', Notes='', NumberOfTangentLines=1, Space=0.5)), CalculationType=<CalculationTypeEnum.DETERMINISTIC: 'Deterministic'>, ContentVersion='2', Id='20', ModelFactorMean=1.05, ModelFactorStandardDeviation=0.033, Spencer=PersistableSpencerSettings(Label='', Notes='', SlipPlane=None, SlipPlaneConstraints=PersistableGeneticSlipPlaneConstraints(IsEnabled=False, MinimumAngleBetweenSlices=0.0, MinimumThrustLinePercentageInsideSlices=0.0)), SpencerGenetic=PersistableSpencerGeneticSettings(Label='', Notes='', OptionsType=<OptionsTypeEnum.DEFAULT: 'Default'>, SlipPlaneA=None, SlipPlaneB=None, SlipPlaneConstraints=PersistableGeneticSlipPlaneConstraints(IsEnabled=False, MinimumAngleBetweenSlices=0.0, MinimumThrustLinePercentageInsideSlices=0.0)), UpliftVan=PersistableUpliftVanSettings(Label='', Notes='', SlipPlane=PersistableTwoCirclesOnTangentLine(FirstCircleCenter=NullablePersistablePoint(X='NaN', Z='NaN'), FirstCircleRadius='NaN', SecondCircleCenter=NullablePersistablePoint(X='NaN', Z='NaN'))), UpliftVanParticleSwarm=PersistableUpliftVanParticleSwarmSettings(Label='', Notes='', OptionsType=<OptionsTypeEnum.DEFAULT: 'Default'>, SearchAreaA=PersistableSearchArea(Height=0.0, Label='', Notes='', TopLeft=None, Width=0.0), SearchAreaB=PersistableSearchArea(Height=0.0, Label='', Notes='', TopLeft=None, Width=0.0), SlipPlaneConstraints=PersistableSlipPlaneConstraints(IsSizeConstraintsEnabled=False, IsZoneAConstraintsEnabled=False, IsZoneBConstraintsEnabled=False, MinimumSlipPlaneDepth=0.0, MinimumSlipPlaneLength=0.0, WidthZoneA=0.0, WidthZoneB=0.0, XLeftZoneA=0.0, XLeftZoneB=0.0), TangentArea=PersistableTangentArea(Height=0.0, Label='', Notes='', TopZ=None)))], geometries=[Geometry(ContentVersion='2', Id='11', Layers=[])], uplift_van_results=[], uplift_van_particle_swarm_results=[], uplift_van_reliability_results=[], uplift_van_particle_swarm_reliability_results=[], spencer_results=[], spencer_genetic_algorithm_results=[], spencer_reliability_results=[], spencer_genetic_algorithm_reliability_results=[], bishop_results=[], bishop_bruteforce_results=[], bishop_reliability_results=[], bishop_bruteforce_reliability_results=[])), 'filename': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None)}
+model_fields: ClassVar[dict[str, FieldInfo]] = {'current_calculation': FieldInfo(annotation=int, required=False, default=-1), 'current_id': FieldInfo(annotation=int, required=False, default=-1), 'current_scenario': FieldInfo(annotation=int, required=False, default=-1), 'current_stage': FieldInfo(annotation=int, required=False, default=-1), 'datastructure': FieldInfo(annotation=DStabilityStructure, required=False, default=DStabilityStructure(waternets=[Waternet(Id='14', ContentVersion='2', PhreaticLineId=None, HeadLines=[], ReferenceLines=[], UnitWeightWater=9.81)], waternetcreatorsettings=[WaternetCreatorSettings(AdjustForUplift=False, AquiferInsideAquitardLayerId=None, AquiferLayerId=None, AquiferLayerInsideAquitardLeakageLengthInwards='NaN', AquiferLayerInsideAquitardLeakageLengthOutwards='NaN', AquitardHeadLandSide='NaN', AquitardHeadWaterSide='NaN', ContentVersion='2', DitchCharacteristics=PersistableDitchCharacteristics(DitchBottomEmbankmentSide='NaN', DitchBottomLandSide='NaN', DitchEmbankmentSide='NaN', DitchLandSide='NaN'), DrainageConstruction=PersistablePoint(X='NaN', Z='NaN'), EmbankmentCharacteristics=PersistableEmbankmentCharacteristics(EmbankmentToeLandSide='NaN', EmbankmentToeWaterSide='NaN', EmbankmentTopLandSide='NaN', EmbankmentTopWaterSide='NaN', ShoulderBaseLandSide='NaN'), EmbankmentSoilScenario=<EmbankmentSoilScenarioEnum.CLAY_EMBANKMENT_ON_CLAY: 'ClayEmbankmentOnClay'>, Id='15', InitialLevelEmbankmentTopLandSide='NaN', InitialLevelEmbankmentTopWaterSide='NaN', IntrusionLength='NaN', IsAquiferLayerInsideAquitard=False, IsDitchPresent=False, IsDrainageConstructionPresent=False, MeanWaterLevel='NaN', NormativeWaterLevel='NaN', OffsetEmbankmentToeLandSide='NaN', OffsetEmbankmentTopLandSide='NaN', OffsetEmbankmentTopWaterSide='NaN', OffsetShoulderBaseLandSide='NaN', PleistoceneLeakageLengthInwards='NaN', PleistoceneLeakageLengthOutwards='NaN', UseDefaultOffsets=True, WaterLevelHinterland='NaN')], states=[State(ContentVersion='2', Id='16', StateLines=[], StatePoints=[])], statecorrelations=[StateCorrelation(ContentVersion='2', Id='17', StateCorrelations=[])], scenarios=[Scenario(Stages=[Stage(DecorationsId='12', GeometryId='11', Id='43', Label='Stage 1', LoadsId='18', Notes='Default stage by GEOLib', ReinforcementsId='19', SoilLayersId='13', StateCorrelationsId='17', StateId='16', WaternetCreatorSettingsId='15', WaternetId='14')], Calculations=[PersistableCalculation(Id='42', Label='Calculation 1', Notes='Default calculation by GEOLib', ResultId=None, CalculationSettingsId='20')], ContentVersion='2', Id='0', Label='Scenario 1', Notes='Default Scenario by GEOLib')], soillayers=[SoilLayerCollection(ContentVersion='2', Id='13', SoilLayers=[])], soilcorrelation=SoilCorrelation(ContentVersion='2', SoilCorrelations=[]), soils=SoilCollection(ContentVersion='2', Soils=[PersistableSoil(Code='H_Aa_ht_new', Id='2', IsProbabilistic=False, Name='Embankment new', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=7.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.26, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=19.3, VolumetricWeightBelowPhreaticLevel=19.3, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Aa_ht_old', Id='3', IsProbabilistic=False, Name='Embankment old', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=7.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.26, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_k_shallow', Id='4', IsProbabilistic=False, Name='Clay, shallow', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.23, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=14.8, VolumetricWeightBelowPhreaticLevel=14.8, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_k_deep', Id='5', IsProbabilistic=False, Name='Clay, deep', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.23, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=15.6, VolumetricWeightBelowPhreaticLevel=15.6, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_ko', Id='6', IsProbabilistic=False, Name='Organic clay', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.24, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.85, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=13.9, VolumetricWeightBelowPhreaticLevel=13.9, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_vhv_v', Id='7', IsProbabilistic=False, Name='Peat, shallow', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.3, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=10.1, VolumetricWeightBelowPhreaticLevel=10.1, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_vbv_v', Id='8', IsProbabilistic=False, Name='Peat, deep', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.27, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=11.0, VolumetricWeightBelowPhreaticLevel=11.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='Sand', Id='9', IsProbabilistic=False, Name='Sand', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.0, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=20.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='P_Rk_k&s', Id='10', IsProbabilistic=False, Name='Clay with silt', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.22, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Ro_z&k', Id='11', IsProbabilistic=False, Name='Sand with clay', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.22, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0))]), soilvisualizations=SoilVisualisation(ContentVersion='2', SoilVisualizations=[]), reinforcements=[Reinforcements(Id='19', ContentVersion='2', ForbiddenLines=[], Geotextiles=[], Nails=[])], projectinfo=ProjectInfo(Analyst='', ApplicationCreated='', ApplicationModified='', ContentVersion='2', Created=datetime.date(2024, 8, 16), CrossSection='', Date=datetime.date(2024, 8, 16), IsDataValidated=False, LastModified=datetime.date(2024, 8, 16), LastModifier='GEOLib', Path='', Project='', Remarks='Created with GEOLib 2.4.1'), nailproperties=NailProperties(ContentVersion='2', NailPropertiesForSoils=[]), loads=[Loads(Id='18', ContentVersion='2', Earthquake=PersistableEarthquake(Consolidations=[], FreeWaterFactor=0.0, HorizontalFactor=0.0, IsEnabled=False, Label='', Notes='', VerticalFactor=0.0), LayerLoads=[], LineLoads=[], Trees=[], UniformLoads=[])], decorations=[Decorations(Elevations=[], ContentVersion='2', Excavations=[], Id='12')], calculationsettings=[CalculationSettings(AnalysisType=<AnalysisTypeEnum.BISHOP_BRUTE_FORCE: 'BishopBruteForce'>, Bishop=PersistableBishopSettings(Circle=PersistableCircle(Center=PersistablePoint(X='NaN', Z='NaN'), Radius='NaN'), Label='', Notes=''), BishopBruteForce=PersistableBishopBruteForceSettings(GridEnhancements=PersistableGridEnhancements(ExtrapolateSearchSpace=True), SearchGrid=PersistableSearchGrid(BottomLeft=None, Label='', Notes='', NumberOfPointsInX=1, NumberOfPointsInZ=1, Space=1.0), SlipPlaneConstraints=PersistableSlipPlaneConstraints(IsSizeConstraintsEnabled=False, IsZoneAConstraintsEnabled=False, IsZoneBConstraintsEnabled=False, MinimumSlipPlaneDepth=0.0, MinimumSlipPlaneLength=0.0, WidthZoneA=0.0, WidthZoneB=0.0, XLeftZoneA=0.0, XLeftZoneB=0.0), TangentLines=PersistableTangentLines(BottomTangentLineZ='NaN', Label='', Notes='', NumberOfTangentLines=1, Space=0.5)), CalculationType=<CalculationTypeEnum.DETERMINISTIC: 'Deterministic'>, ContentVersion='2', Id='20', ModelFactorMean=1.05, ModelFactorStandardDeviation=0.033, Spencer=PersistableSpencerSettings(Label='', Notes='', SlipPlane=None, SlipPlaneConstraints=PersistableGeneticSlipPlaneConstraints(IsEnabled=False, MinimumAngleBetweenSlices=0.0, MinimumThrustLinePercentageInsideSlices=0.0)), SpencerGenetic=PersistableSpencerGeneticSettings(Label='', Notes='', OptionsType=<OptionsTypeEnum.DEFAULT: 'Default'>, SlipPlaneA=None, SlipPlaneB=None, SlipPlaneConstraints=PersistableGeneticSlipPlaneConstraints(IsEnabled=False, MinimumAngleBetweenSlices=0.0, MinimumThrustLinePercentageInsideSlices=0.0)), UpliftVan=PersistableUpliftVanSettings(Label='', Notes='', SlipPlane=PersistableTwoCirclesOnTangentLine(FirstCircleCenter=NullablePersistablePoint(X='NaN', Z='NaN'), FirstCircleRadius='NaN', SecondCircleCenter=NullablePersistablePoint(X='NaN', Z='NaN'))), UpliftVanParticleSwarm=PersistableUpliftVanParticleSwarmSettings(Label='', Notes='', OptionsType=<OptionsTypeEnum.DEFAULT: 'Default'>, SearchAreaA=PersistableSearchArea(Height=0.0, Label='', Notes='', TopLeft=None, Width=0.0), SearchAreaB=PersistableSearchArea(Height=0.0, Label='', Notes='', TopLeft=None, Width=0.0), SlipPlaneConstraints=PersistableSlipPlaneConstraints(IsSizeConstraintsEnabled=False, IsZoneAConstraintsEnabled=False, IsZoneBConstraintsEnabled=False, MinimumSlipPlaneDepth=0.0, MinimumSlipPlaneLength=0.0, WidthZoneA=0.0, WidthZoneB=0.0, XLeftZoneA=0.0, XLeftZoneB=0.0), TangentArea=PersistableTangentArea(Height=0.0, Label='', Notes='', TopZ=None)))], geometries=[Geometry(ContentVersion='2', Id='11', Layers=[])], uplift_van_results=[], uplift_van_particle_swarm_results=[], uplift_van_reliability_results=[], uplift_van_particle_swarm_reliability_results=[], spencer_results=[], spencer_genetic_algorithm_results=[], spencer_reliability_results=[], spencer_genetic_algorithm_reliability_results=[], bishop_results=[], bishop_bruteforce_results=[], bishop_reliability_results=[], bishop_bruteforce_reliability_results=[])), 'filename': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None)}

Metadata about the fields defined on the model, mapping of field names to [FieldInfo][pydantic.fields.FieldInfo].

This replaces Model.__fields__ from Pydantic V1.

diff --git a/dev/dev/_autosummary/geolib.models.dstability.dstability_parserprovider.html b/dev/dev/_autosummary/geolib.models.dstability.dstability_parserprovider.html index e9259ca9..47c4f94a 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.dstability_parserprovider.html +++ b/dev/dev/_autosummary/geolib.models.dstability.dstability_parserprovider.html @@ -5,10 +5,10 @@ - geolib.models.dstability.dstability_parserprovider — geolib 2.4.0 documentation + geolib.models.dstability.dstability_parserprovider — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.dstability_validator.html b/dev/dev/_autosummary/geolib.models.dstability.dstability_validator.html index 61d2357a..7707acc5 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.dstability_validator.html +++ b/dev/dev/_autosummary/geolib.models.dstability.dstability_validator.html @@ -5,10 +5,10 @@ - geolib.models.dstability.dstability_validator — geolib 2.4.0 documentation + geolib.models.dstability.dstability_validator — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.html b/dev/dev/_autosummary/geolib.models.dstability.html index d48dd742..57fbdd42 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.html +++ b/dev/dev/_autosummary/geolib.models.dstability.html @@ -5,10 +5,10 @@ - geolib.models.dstability — geolib 2.4.0 documentation + geolib.models.dstability — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.internal.html b/dev/dev/_autosummary/geolib.models.dstability.internal.html index 1f3de7e5..e754e80d 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.internal.html +++ b/dev/dev/_autosummary/geolib.models.dstability.internal.html @@ -5,10 +5,10 @@ - geolib.models.dstability.internal — geolib 2.4.0 documentation + geolib.models.dstability.internal — geolib 2.4.1 documentation - + @@ -1354,7 +1354,7 @@
-model_fields: ClassVar[dict[str, FieldInfo]] = {'bishop_bruteforce_reliability_results': FieldInfo(annotation=List[BishopBruteForceReliabilityResult], required=False, default=[]), 'bishop_bruteforce_results': FieldInfo(annotation=List[BishopBruteForceResult], required=False, default=[]), 'bishop_reliability_results': FieldInfo(annotation=List[BishopReliabilityResult], required=False, default=[]), 'bishop_results': FieldInfo(annotation=List[BishopResult], required=False, default=[]), 'calculationsettings': FieldInfo(annotation=List[CalculationSettings], required=False, default=[CalculationSettings(AnalysisType=<AnalysisTypeEnum.BISHOP_BRUTE_FORCE: 'BishopBruteForce'>, Bishop=PersistableBishopSettings(Circle=PersistableCircle(Center=PersistablePoint(X='NaN', Z='NaN'), Radius='NaN'), Label='', Notes=''), BishopBruteForce=PersistableBishopBruteForceSettings(GridEnhancements=PersistableGridEnhancements(ExtrapolateSearchSpace=True), SearchGrid=PersistableSearchGrid(BottomLeft=None, Label='', Notes='', NumberOfPointsInX=1, NumberOfPointsInZ=1, Space=1.0), SlipPlaneConstraints=PersistableSlipPlaneConstraints(IsSizeConstraintsEnabled=False, IsZoneAConstraintsEnabled=False, IsZoneBConstraintsEnabled=False, MinimumSlipPlaneDepth=0.0, MinimumSlipPlaneLength=0.0, WidthZoneA=0.0, WidthZoneB=0.0, XLeftZoneA=0.0, XLeftZoneB=0.0), TangentLines=PersistableTangentLines(BottomTangentLineZ='NaN', Label='', Notes='', NumberOfTangentLines=1, Space=0.5)), CalculationType=<CalculationTypeEnum.DETERMINISTIC: 'Deterministic'>, ContentVersion='2', Id='20', ModelFactorMean=1.05, ModelFactorStandardDeviation=0.033, Spencer=PersistableSpencerSettings(Label='', Notes='', SlipPlane=None, SlipPlaneConstraints=PersistableGeneticSlipPlaneConstraints(IsEnabled=False, MinimumAngleBetweenSlices=0.0, MinimumThrustLinePercentageInsideSlices=0.0)), SpencerGenetic=PersistableSpencerGeneticSettings(Label='', Notes='', OptionsType=<OptionsTypeEnum.DEFAULT: 'Default'>, SlipPlaneA=None, SlipPlaneB=None, SlipPlaneConstraints=PersistableGeneticSlipPlaneConstraints(IsEnabled=False, MinimumAngleBetweenSlices=0.0, MinimumThrustLinePercentageInsideSlices=0.0)), UpliftVan=PersistableUpliftVanSettings(Label='', Notes='', SlipPlane=PersistableTwoCirclesOnTangentLine(FirstCircleCenter=NullablePersistablePoint(X='NaN', Z='NaN'), FirstCircleRadius='NaN', SecondCircleCenter=NullablePersistablePoint(X='NaN', Z='NaN'))), UpliftVanParticleSwarm=PersistableUpliftVanParticleSwarmSettings(Label='', Notes='', OptionsType=<OptionsTypeEnum.DEFAULT: 'Default'>, SearchAreaA=PersistableSearchArea(Height=0.0, Label='', Notes='', TopLeft=None, Width=0.0), SearchAreaB=PersistableSearchArea(Height=0.0, Label='', Notes='', TopLeft=None, Width=0.0), SlipPlaneConstraints=PersistableSlipPlaneConstraints(IsSizeConstraintsEnabled=False, IsZoneAConstraintsEnabled=False, IsZoneBConstraintsEnabled=False, MinimumSlipPlaneDepth=0.0, MinimumSlipPlaneLength=0.0, WidthZoneA=0.0, WidthZoneB=0.0, XLeftZoneA=0.0, XLeftZoneB=0.0), TangentArea=PersistableTangentArea(Height=0.0, Label='', Notes='', TopZ=None)))]), 'decorations': FieldInfo(annotation=List[Decorations], required=False, default=[Decorations(Elevations=[], ContentVersion='2', Excavations=[], Id='12')]), 'geometries': FieldInfo(annotation=List[Geometry], required=False, default=[Geometry(ContentVersion='2', Id='11', Layers=[])]), 'loads': FieldInfo(annotation=List[Loads], required=False, default=[Loads(Id='18', ContentVersion='2', Earthquake=PersistableEarthquake(Consolidations=[], FreeWaterFactor=0.0, HorizontalFactor=0.0, IsEnabled=False, Label='', Notes='', VerticalFactor=0.0), LayerLoads=[], LineLoads=[], Trees=[], UniformLoads=[])]), 'nailproperties': FieldInfo(annotation=NailProperties, required=False, default=NailProperties(ContentVersion='2', NailPropertiesForSoils=[])), 'projectinfo': FieldInfo(annotation=ProjectInfo, required=False, default=ProjectInfo(Analyst='', ApplicationCreated='', ApplicationModified='', ContentVersion='2', Created=datetime.date(2024, 8, 16), CrossSection='', Date=datetime.date(2024, 8, 16), IsDataValidated=False, LastModified=datetime.date(2024, 8, 16), LastModifier='GEOLib', Path='', Project='', Remarks='Created with GEOLib 2.4.0')), 'reinforcements': FieldInfo(annotation=List[Reinforcements], required=False, default=[Reinforcements(Id='19', ContentVersion='2', ForbiddenLines=[], Geotextiles=[], Nails=[])]), 'scenarios': FieldInfo(annotation=List[Scenario], required=False, default=[Scenario(Stages=[Stage(DecorationsId='12', GeometryId='11', Id='43', Label='Stage 1', LoadsId='18', Notes='Default stage by GEOLib', ReinforcementsId='19', SoilLayersId='13', StateCorrelationsId='17', StateId='16', WaternetCreatorSettingsId='15', WaternetId='14')], Calculations=[PersistableCalculation(Id='42', Label='Calculation 1', Notes='Default calculation by GEOLib', ResultId=None, CalculationSettingsId='20')], ContentVersion='2', Id='0', Label='Scenario 1', Notes='Default Scenario by GEOLib')]), 'soilcorrelation': FieldInfo(annotation=SoilCorrelation, required=False, default=SoilCorrelation(ContentVersion='2', SoilCorrelations=[])), 'soillayers': FieldInfo(annotation=List[SoilLayerCollection], required=False, default=[SoilLayerCollection(ContentVersion='2', Id='13', SoilLayers=[])]), 'soils': FieldInfo(annotation=SoilCollection, required=False, default=SoilCollection(ContentVersion='2', Soils=[PersistableSoil(Code='H_Aa_ht_new', Id='2', IsProbabilistic=False, Name='Embankment new', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=7.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.26, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=19.3, VolumetricWeightBelowPhreaticLevel=19.3, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Aa_ht_old', Id='3', IsProbabilistic=False, Name='Embankment old', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=7.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.26, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_k_shallow', Id='4', IsProbabilistic=False, Name='Clay, shallow', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.23, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=14.8, VolumetricWeightBelowPhreaticLevel=14.8, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_k_deep', Id='5', IsProbabilistic=False, Name='Clay, deep', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.23, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=15.6, VolumetricWeightBelowPhreaticLevel=15.6, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_ko', Id='6', IsProbabilistic=False, Name='Organic clay', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.24, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.85, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=13.9, VolumetricWeightBelowPhreaticLevel=13.9, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_vhv_v', Id='7', IsProbabilistic=False, Name='Peat, shallow', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.3, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=10.1, VolumetricWeightBelowPhreaticLevel=10.1, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_vbv_v', Id='8', IsProbabilistic=False, Name='Peat, deep', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.27, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=11.0, VolumetricWeightBelowPhreaticLevel=11.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='Sand', Id='9', IsProbabilistic=False, Name='Sand', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.0, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=20.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='P_Rk_k&s', Id='10', IsProbabilistic=False, Name='Clay with silt', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.22, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Ro_z&k', Id='11', IsProbabilistic=False, Name='Sand with clay', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.22, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0))])), 'soilvisualizations': FieldInfo(annotation=SoilVisualisation, required=False, default=SoilVisualisation(ContentVersion='2', SoilVisualizations=[])), 'spencer_genetic_algorithm_reliability_results': FieldInfo(annotation=List[SpencerGeneticAlgorithmReliabilityResult], required=False, default=[]), 'spencer_genetic_algorithm_results': FieldInfo(annotation=List[SpencerGeneticAlgorithmResult], required=False, default=[]), 'spencer_reliability_results': FieldInfo(annotation=List[SpencerReliabilityResult], required=False, default=[]), 'spencer_results': FieldInfo(annotation=List[SpencerResult], required=False, default=[]), 'statecorrelations': FieldInfo(annotation=List[StateCorrelation], required=False, default=[StateCorrelation(ContentVersion='2', Id='17', StateCorrelations=[])]), 'states': FieldInfo(annotation=List[State], required=False, default=[State(ContentVersion='2', Id='16', StateLines=[], StatePoints=[])]), 'uplift_van_particle_swarm_reliability_results': FieldInfo(annotation=List[UpliftVanParticleSwarmReliabilityResult], required=False, default=[]), 'uplift_van_particle_swarm_results': FieldInfo(annotation=List[UpliftVanParticleSwarmResult], required=False, default=[]), 'uplift_van_reliability_results': FieldInfo(annotation=List[UpliftVanReliabilityResult], required=False, default=[]), 'uplift_van_results': FieldInfo(annotation=List[UpliftVanResult], required=False, default=[]), 'waternetcreatorsettings': FieldInfo(annotation=List[WaternetCreatorSettings], required=False, default=[WaternetCreatorSettings(AdjustForUplift=False, AquiferInsideAquitardLayerId=None, AquiferLayerId=None, AquiferLayerInsideAquitardLeakageLengthInwards='NaN', AquiferLayerInsideAquitardLeakageLengthOutwards='NaN', AquitardHeadLandSide='NaN', AquitardHeadWaterSide='NaN', ContentVersion='2', DitchCharacteristics=PersistableDitchCharacteristics(DitchBottomEmbankmentSide='NaN', DitchBottomLandSide='NaN', DitchEmbankmentSide='NaN', DitchLandSide='NaN'), DrainageConstruction=PersistablePoint(X='NaN', Z='NaN'), EmbankmentCharacteristics=PersistableEmbankmentCharacteristics(EmbankmentToeLandSide='NaN', EmbankmentToeWaterSide='NaN', EmbankmentTopLandSide='NaN', EmbankmentTopWaterSide='NaN', ShoulderBaseLandSide='NaN'), EmbankmentSoilScenario=<EmbankmentSoilScenarioEnum.CLAY_EMBANKMENT_ON_CLAY: 'ClayEmbankmentOnClay'>, Id='15', InitialLevelEmbankmentTopLandSide='NaN', InitialLevelEmbankmentTopWaterSide='NaN', IntrusionLength='NaN', IsAquiferLayerInsideAquitard=False, IsDitchPresent=False, IsDrainageConstructionPresent=False, MeanWaterLevel='NaN', NormativeWaterLevel='NaN', OffsetEmbankmentToeLandSide='NaN', OffsetEmbankmentTopLandSide='NaN', OffsetEmbankmentTopWaterSide='NaN', OffsetShoulderBaseLandSide='NaN', PleistoceneLeakageLengthInwards='NaN', PleistoceneLeakageLengthOutwards='NaN', UseDefaultOffsets=True, WaterLevelHinterland='NaN')]), 'waternets': FieldInfo(annotation=List[Waternet], required=False, default=[Waternet(Id='14', ContentVersion='2', PhreaticLineId=None, HeadLines=[], ReferenceLines=[], UnitWeightWater=9.81)])}
+model_fields: ClassVar[dict[str, FieldInfo]] = {'bishop_bruteforce_reliability_results': FieldInfo(annotation=List[BishopBruteForceReliabilityResult], required=False, default=[]), 'bishop_bruteforce_results': FieldInfo(annotation=List[BishopBruteForceResult], required=False, default=[]), 'bishop_reliability_results': FieldInfo(annotation=List[BishopReliabilityResult], required=False, default=[]), 'bishop_results': FieldInfo(annotation=List[BishopResult], required=False, default=[]), 'calculationsettings': FieldInfo(annotation=List[CalculationSettings], required=False, default=[CalculationSettings(AnalysisType=<AnalysisTypeEnum.BISHOP_BRUTE_FORCE: 'BishopBruteForce'>, Bishop=PersistableBishopSettings(Circle=PersistableCircle(Center=PersistablePoint(X='NaN', Z='NaN'), Radius='NaN'), Label='', Notes=''), BishopBruteForce=PersistableBishopBruteForceSettings(GridEnhancements=PersistableGridEnhancements(ExtrapolateSearchSpace=True), SearchGrid=PersistableSearchGrid(BottomLeft=None, Label='', Notes='', NumberOfPointsInX=1, NumberOfPointsInZ=1, Space=1.0), SlipPlaneConstraints=PersistableSlipPlaneConstraints(IsSizeConstraintsEnabled=False, IsZoneAConstraintsEnabled=False, IsZoneBConstraintsEnabled=False, MinimumSlipPlaneDepth=0.0, MinimumSlipPlaneLength=0.0, WidthZoneA=0.0, WidthZoneB=0.0, XLeftZoneA=0.0, XLeftZoneB=0.0), TangentLines=PersistableTangentLines(BottomTangentLineZ='NaN', Label='', Notes='', NumberOfTangentLines=1, Space=0.5)), CalculationType=<CalculationTypeEnum.DETERMINISTIC: 'Deterministic'>, ContentVersion='2', Id='20', ModelFactorMean=1.05, ModelFactorStandardDeviation=0.033, Spencer=PersistableSpencerSettings(Label='', Notes='', SlipPlane=None, SlipPlaneConstraints=PersistableGeneticSlipPlaneConstraints(IsEnabled=False, MinimumAngleBetweenSlices=0.0, MinimumThrustLinePercentageInsideSlices=0.0)), SpencerGenetic=PersistableSpencerGeneticSettings(Label='', Notes='', OptionsType=<OptionsTypeEnum.DEFAULT: 'Default'>, SlipPlaneA=None, SlipPlaneB=None, SlipPlaneConstraints=PersistableGeneticSlipPlaneConstraints(IsEnabled=False, MinimumAngleBetweenSlices=0.0, MinimumThrustLinePercentageInsideSlices=0.0)), UpliftVan=PersistableUpliftVanSettings(Label='', Notes='', SlipPlane=PersistableTwoCirclesOnTangentLine(FirstCircleCenter=NullablePersistablePoint(X='NaN', Z='NaN'), FirstCircleRadius='NaN', SecondCircleCenter=NullablePersistablePoint(X='NaN', Z='NaN'))), UpliftVanParticleSwarm=PersistableUpliftVanParticleSwarmSettings(Label='', Notes='', OptionsType=<OptionsTypeEnum.DEFAULT: 'Default'>, SearchAreaA=PersistableSearchArea(Height=0.0, Label='', Notes='', TopLeft=None, Width=0.0), SearchAreaB=PersistableSearchArea(Height=0.0, Label='', Notes='', TopLeft=None, Width=0.0), SlipPlaneConstraints=PersistableSlipPlaneConstraints(IsSizeConstraintsEnabled=False, IsZoneAConstraintsEnabled=False, IsZoneBConstraintsEnabled=False, MinimumSlipPlaneDepth=0.0, MinimumSlipPlaneLength=0.0, WidthZoneA=0.0, WidthZoneB=0.0, XLeftZoneA=0.0, XLeftZoneB=0.0), TangentArea=PersistableTangentArea(Height=0.0, Label='', Notes='', TopZ=None)))]), 'decorations': FieldInfo(annotation=List[Decorations], required=False, default=[Decorations(Elevations=[], ContentVersion='2', Excavations=[], Id='12')]), 'geometries': FieldInfo(annotation=List[Geometry], required=False, default=[Geometry(ContentVersion='2', Id='11', Layers=[])]), 'loads': FieldInfo(annotation=List[Loads], required=False, default=[Loads(Id='18', ContentVersion='2', Earthquake=PersistableEarthquake(Consolidations=[], FreeWaterFactor=0.0, HorizontalFactor=0.0, IsEnabled=False, Label='', Notes='', VerticalFactor=0.0), LayerLoads=[], LineLoads=[], Trees=[], UniformLoads=[])]), 'nailproperties': FieldInfo(annotation=NailProperties, required=False, default=NailProperties(ContentVersion='2', NailPropertiesForSoils=[])), 'projectinfo': FieldInfo(annotation=ProjectInfo, required=False, default=ProjectInfo(Analyst='', ApplicationCreated='', ApplicationModified='', ContentVersion='2', Created=datetime.date(2024, 8, 16), CrossSection='', Date=datetime.date(2024, 8, 16), IsDataValidated=False, LastModified=datetime.date(2024, 8, 16), LastModifier='GEOLib', Path='', Project='', Remarks='Created with GEOLib 2.4.1')), 'reinforcements': FieldInfo(annotation=List[Reinforcements], required=False, default=[Reinforcements(Id='19', ContentVersion='2', ForbiddenLines=[], Geotextiles=[], Nails=[])]), 'scenarios': FieldInfo(annotation=List[Scenario], required=False, default=[Scenario(Stages=[Stage(DecorationsId='12', GeometryId='11', Id='43', Label='Stage 1', LoadsId='18', Notes='Default stage by GEOLib', ReinforcementsId='19', SoilLayersId='13', StateCorrelationsId='17', StateId='16', WaternetCreatorSettingsId='15', WaternetId='14')], Calculations=[PersistableCalculation(Id='42', Label='Calculation 1', Notes='Default calculation by GEOLib', ResultId=None, CalculationSettingsId='20')], ContentVersion='2', Id='0', Label='Scenario 1', Notes='Default Scenario by GEOLib')]), 'soilcorrelation': FieldInfo(annotation=SoilCorrelation, required=False, default=SoilCorrelation(ContentVersion='2', SoilCorrelations=[])), 'soillayers': FieldInfo(annotation=List[SoilLayerCollection], required=False, default=[SoilLayerCollection(ContentVersion='2', Id='13', SoilLayers=[])]), 'soils': FieldInfo(annotation=SoilCollection, required=False, default=SoilCollection(ContentVersion='2', Soils=[PersistableSoil(Code='H_Aa_ht_new', Id='2', IsProbabilistic=False, Name='Embankment new', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=7.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.26, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=19.3, VolumetricWeightBelowPhreaticLevel=19.3, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Aa_ht_old', Id='3', IsProbabilistic=False, Name='Embankment old', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=7.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.26, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_k_shallow', Id='4', IsProbabilistic=False, Name='Clay, shallow', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.23, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=14.8, VolumetricWeightBelowPhreaticLevel=14.8, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_k_deep', Id='5', IsProbabilistic=False, Name='Clay, deep', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.23, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=15.6, VolumetricWeightBelowPhreaticLevel=15.6, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Rk_ko', Id='6', IsProbabilistic=False, Name='Organic clay', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.24, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.85, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=13.9, VolumetricWeightBelowPhreaticLevel=13.9, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_vhv_v', Id='7', IsProbabilistic=False, Name='Peat, shallow', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.3, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=10.1, VolumetricWeightBelowPhreaticLevel=10.1, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_vbv_v', Id='8', IsProbabilistic=False, Name='Peat, deep', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.27, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=11.0, VolumetricWeightBelowPhreaticLevel=11.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='Sand', Id='9', IsProbabilistic=False, Name='Sand', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.MOHR_COULOMB_ADVANCED: 'MohrCoulombAdvanced'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=30.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.0, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=20.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='P_Rk_k&s', Id='10', IsProbabilistic=False, Name='Clay with silt', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.22, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0)), PersistableSoil(Code='H_Ro_z&k', Id='11', IsProbabilistic=False, Name='Sand with clay', Notes='', ShearStrengthModelTypeAbovePhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, ShearStrengthModelTypeBelowPhreaticLevel=<ShearStrengthModelTypePhreaticLevelInternal.SU: 'Su'>, MohrCoulombClassicShearStrengthModel=PersistableMohrCoulombClassicShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), MohrCoulombAdvancedShearStrengthModel=PersistableMohrCoulombAdvancedShearStrengthModel(Cohesion=0.0, CohesionAndFrictionAngleCorrelated=False, CohesionStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), Dilatancy=0.0, DilatancyStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), FrictionAngle=0.0, FrictionAngleStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), SuShearStrengthModel=PersistableSuShearStrengthModel(ShearStrengthRatio=0.22, ShearStrengthRatioAndShearStrengthExponentCorrelated=False, ShearStrengthRatioStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), StrengthIncreaseExponent=0.9, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0)), VolumetricWeightAbovePhreaticLevel=18.0, VolumetricWeightBelowPhreaticLevel=18.0, SuTable=PersistableSuTable(StrengthIncreaseExponent=1.0, StrengthIncreaseExponentStochasticParameter=PersistableStochasticParameter(IsProbabilistic=False, Mean=1.0, StandardDeviation=0.0), SuTablePoints=[], IsSuTableProbabilistic=False, SuTableVariationCoefficient=0.0))])), 'soilvisualizations': FieldInfo(annotation=SoilVisualisation, required=False, default=SoilVisualisation(ContentVersion='2', SoilVisualizations=[])), 'spencer_genetic_algorithm_reliability_results': FieldInfo(annotation=List[SpencerGeneticAlgorithmReliabilityResult], required=False, default=[]), 'spencer_genetic_algorithm_results': FieldInfo(annotation=List[SpencerGeneticAlgorithmResult], required=False, default=[]), 'spencer_reliability_results': FieldInfo(annotation=List[SpencerReliabilityResult], required=False, default=[]), 'spencer_results': FieldInfo(annotation=List[SpencerResult], required=False, default=[]), 'statecorrelations': FieldInfo(annotation=List[StateCorrelation], required=False, default=[StateCorrelation(ContentVersion='2', Id='17', StateCorrelations=[])]), 'states': FieldInfo(annotation=List[State], required=False, default=[State(ContentVersion='2', Id='16', StateLines=[], StatePoints=[])]), 'uplift_van_particle_swarm_reliability_results': FieldInfo(annotation=List[UpliftVanParticleSwarmReliabilityResult], required=False, default=[]), 'uplift_van_particle_swarm_results': FieldInfo(annotation=List[UpliftVanParticleSwarmResult], required=False, default=[]), 'uplift_van_reliability_results': FieldInfo(annotation=List[UpliftVanReliabilityResult], required=False, default=[]), 'uplift_van_results': FieldInfo(annotation=List[UpliftVanResult], required=False, default=[]), 'waternetcreatorsettings': FieldInfo(annotation=List[WaternetCreatorSettings], required=False, default=[WaternetCreatorSettings(AdjustForUplift=False, AquiferInsideAquitardLayerId=None, AquiferLayerId=None, AquiferLayerInsideAquitardLeakageLengthInwards='NaN', AquiferLayerInsideAquitardLeakageLengthOutwards='NaN', AquitardHeadLandSide='NaN', AquitardHeadWaterSide='NaN', ContentVersion='2', DitchCharacteristics=PersistableDitchCharacteristics(DitchBottomEmbankmentSide='NaN', DitchBottomLandSide='NaN', DitchEmbankmentSide='NaN', DitchLandSide='NaN'), DrainageConstruction=PersistablePoint(X='NaN', Z='NaN'), EmbankmentCharacteristics=PersistableEmbankmentCharacteristics(EmbankmentToeLandSide='NaN', EmbankmentToeWaterSide='NaN', EmbankmentTopLandSide='NaN', EmbankmentTopWaterSide='NaN', ShoulderBaseLandSide='NaN'), EmbankmentSoilScenario=<EmbankmentSoilScenarioEnum.CLAY_EMBANKMENT_ON_CLAY: 'ClayEmbankmentOnClay'>, Id='15', InitialLevelEmbankmentTopLandSide='NaN', InitialLevelEmbankmentTopWaterSide='NaN', IntrusionLength='NaN', IsAquiferLayerInsideAquitard=False, IsDitchPresent=False, IsDrainageConstructionPresent=False, MeanWaterLevel='NaN', NormativeWaterLevel='NaN', OffsetEmbankmentToeLandSide='NaN', OffsetEmbankmentTopLandSide='NaN', OffsetEmbankmentTopWaterSide='NaN', OffsetShoulderBaseLandSide='NaN', PleistoceneLeakageLengthInwards='NaN', PleistoceneLeakageLengthOutwards='NaN', UseDefaultOffsets=True, WaterLevelHinterland='NaN')]), 'waternets': FieldInfo(annotation=List[Waternet], required=False, default=[Waternet(Id='14', ContentVersion='2', PhreaticLineId=None, HeadLines=[], ReferenceLines=[], UnitWeightWater=9.81)])}

Metadata about the fields defined on the model, mapping of field names to [FieldInfo][pydantic.fields.FieldInfo].

This replaces Model.__fields__ from Pydantic V1.

@@ -5795,7 +5795,7 @@
-model_fields: ClassVar[dict[str, FieldInfo]] = {'Analyst': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ApplicationCreated': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ApplicationModified': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ContentVersion': FieldInfo(annotation=Union[str, NoneType], required=False, default='2'), 'Created': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'CrossSection': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Date': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'IsDataValidated': FieldInfo(annotation=Union[bool, NoneType], required=False, default=False), 'LastModified': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'LastModifier': FieldInfo(annotation=Union[str, NoneType], required=False, default='GEOLib'), 'Path': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Project': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Remarks': FieldInfo(annotation=Union[str, NoneType], required=False, default='Created with GEOLib 2.4.0')}
+model_fields: ClassVar[dict[str, FieldInfo]] = {'Analyst': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ApplicationCreated': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ApplicationModified': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'ContentVersion': FieldInfo(annotation=Union[str, NoneType], required=False, default='2'), 'Created': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'CrossSection': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Date': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'IsDataValidated': FieldInfo(annotation=Union[bool, NoneType], required=False, default=False), 'LastModified': FieldInfo(annotation=Union[date, NoneType], required=False, default=datetime.date(2024, 8, 16)), 'LastModifier': FieldInfo(annotation=Union[str, NoneType], required=False, default='GEOLib'), 'Path': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Project': FieldInfo(annotation=Union[str, NoneType], required=False, default=''), 'Remarks': FieldInfo(annotation=Union[str, NoneType], required=False, default='Created with GEOLib 2.4.1')}

Metadata about the fields defined on the model, mapping of field names to [FieldInfo][pydantic.fields.FieldInfo].

This replaces Model.__fields__ from Pydantic V1.

diff --git a/dev/dev/_autosummary/geolib.models.dstability.loads.html b/dev/dev/_autosummary/geolib.models.dstability.loads.html index 658b9233..bea4ce36 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.loads.html +++ b/dev/dev/_autosummary/geolib.models.dstability.loads.html @@ -5,10 +5,10 @@ - geolib.models.dstability.loads — geolib 2.4.0 documentation + geolib.models.dstability.loads — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.reinforcements.html b/dev/dev/_autosummary/geolib.models.dstability.reinforcements.html index d0070ff0..6693555a 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.reinforcements.html +++ b/dev/dev/_autosummary/geolib.models.dstability.reinforcements.html @@ -5,10 +5,10 @@ - geolib.models.dstability.reinforcements — geolib 2.4.0 documentation + geolib.models.dstability.reinforcements — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.serializer.html b/dev/dev/_autosummary/geolib.models.dstability.serializer.html index 0c4d0d99..e430c93d 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.serializer.html +++ b/dev/dev/_autosummary/geolib.models.dstability.serializer.html @@ -5,10 +5,10 @@ - geolib.models.dstability.serializer — geolib 2.4.0 documentation + geolib.models.dstability.serializer — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.states.html b/dev/dev/_autosummary/geolib.models.dstability.states.html index f262edf4..9a679d4b 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.states.html +++ b/dev/dev/_autosummary/geolib.models.dstability.states.html @@ -5,10 +5,10 @@ - geolib.models.dstability.states — geolib 2.4.0 documentation + geolib.models.dstability.states — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.dstability.utils.html b/dev/dev/_autosummary/geolib.models.dstability.utils.html index 8c12b637..5f0e4205 100644 --- a/dev/dev/_autosummary/geolib.models.dstability.utils.html +++ b/dev/dev/_autosummary/geolib.models.dstability.utils.html @@ -5,10 +5,10 @@ - geolib.models.dstability.utils — geolib 2.4.0 documentation + geolib.models.dstability.utils — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.html b/dev/dev/_autosummary/geolib.models.html index 779c07cd..83fcd90f 100644 --- a/dev/dev/_autosummary/geolib.models.html +++ b/dev/dev/_autosummary/geolib.models.html @@ -5,10 +5,10 @@ - geolib.models — geolib 2.4.0 documentation + geolib.models — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.internal.html b/dev/dev/_autosummary/geolib.models.internal.html index 412cef1b..712b78d4 100644 --- a/dev/dev/_autosummary/geolib.models.internal.html +++ b/dev/dev/_autosummary/geolib.models.internal.html @@ -5,10 +5,10 @@ - geolib.models.internal — geolib 2.4.0 documentation + geolib.models.internal — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.meta.html b/dev/dev/_autosummary/geolib.models.meta.html index 52468cb9..54238a6b 100644 --- a/dev/dev/_autosummary/geolib.models.meta.html +++ b/dev/dev/_autosummary/geolib.models.meta.html @@ -5,10 +5,10 @@ - geolib.models.meta — geolib 2.4.0 documentation + geolib.models.meta — geolib 2.4.1 documentation - + @@ -180,7 +180,7 @@
-model_fields: ClassVar[dict[str, FieldInfo]] = {'analyst': FieldInfo(annotation=str, required=False, default=''), 'calculation_folder': FieldInfo(annotation=Path, required=False, default=PosixPath('tests/test_output/calculations')), 'company': FieldInfo(annotation=str, required=False, default=''), 'console_folder': FieldInfo(annotation=Path, required=False, default=PosixPath('.'), metadata=[PathType(path_type='dir')]), 'dfoundations_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'dgeoflow_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'dsettlement_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'dsheetpiling_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'dstability_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'endpoint': FieldInfo(annotation=Url, required=False, default='http://localhost:8000/', metadata=[UrlConstraints(max_length=None, allowed_schemes=['http', 'https'], host_required=None, default_host=None, default_port=None, default_path=None)]), 'extra_fields': FieldInfo(annotation=str, required=False, default='forbid'), 'gl_password': FieldInfo(annotation=str, required=False, default='test'), 'gl_username': FieldInfo(annotation=str, required=False, default='test'), 'nprocesses': FieldInfo(annotation=int, required=False, default=1), 'project': FieldInfo(annotation=str, required=False, default=''), 'remarks': FieldInfo(annotation=str, required=False, default='Created by GEOLib 2.4.0'), 'startdate': FieldInfo(annotation=datetime, required=False, default=datetime.datetime(2024, 8, 16, 5, 56, 27, 427194)), 'timeout': FieldInfo(annotation=int, required=False, default=600)}
+model_fields: ClassVar[dict[str, FieldInfo]] = {'analyst': FieldInfo(annotation=str, required=False, default=''), 'calculation_folder': FieldInfo(annotation=Path, required=False, default=PosixPath('tests/test_output/calculations')), 'company': FieldInfo(annotation=str, required=False, default=''), 'console_folder': FieldInfo(annotation=Path, required=False, default=PosixPath('.'), metadata=[PathType(path_type='dir')]), 'dfoundations_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'dgeoflow_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'dsettlement_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'dsheetpiling_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'dstability_console_path': FieldInfo(annotation=Union[Path, NoneType], required=False, default=None), 'endpoint': FieldInfo(annotation=Url, required=False, default='http://localhost:8000/', metadata=[UrlConstraints(max_length=None, allowed_schemes=['http', 'https'], host_required=None, default_host=None, default_port=None, default_path=None)]), 'extra_fields': FieldInfo(annotation=str, required=False, default='forbid'), 'gl_password': FieldInfo(annotation=str, required=False, default='test'), 'gl_username': FieldInfo(annotation=str, required=False, default='test'), 'nprocesses': FieldInfo(annotation=int, required=False, default=1), 'project': FieldInfo(annotation=str, required=False, default=''), 'remarks': FieldInfo(annotation=str, required=False, default='Created by GEOLib 2.4.1'), 'startdate': FieldInfo(annotation=datetime, required=False, default=datetime.datetime(2024, 8, 16, 6, 16, 46, 817312)), 'timeout': FieldInfo(annotation=int, required=False, default=600)}

Metadata about the fields defined on the model, mapping of field names to [FieldInfo][pydantic.fields.FieldInfo].

This replaces Model.__fields__ from Pydantic V1.

diff --git a/dev/dev/_autosummary/geolib.models.model_enums.html b/dev/dev/_autosummary/geolib.models.model_enums.html index d3f3366f..c6b9f709 100644 --- a/dev/dev/_autosummary/geolib.models.model_enums.html +++ b/dev/dev/_autosummary/geolib.models.model_enums.html @@ -5,10 +5,10 @@ - geolib.models.model_enums — geolib 2.4.0 documentation + geolib.models.model_enums — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.parsers.html b/dev/dev/_autosummary/geolib.models.parsers.html index 9d9dab91..570a773b 100644 --- a/dev/dev/_autosummary/geolib.models.parsers.html +++ b/dev/dev/_autosummary/geolib.models.parsers.html @@ -5,10 +5,10 @@ - geolib.models.parsers — geolib 2.4.0 documentation + geolib.models.parsers — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.serializers.html b/dev/dev/_autosummary/geolib.models.serializers.html index 76a0a59a..ef9d0300 100644 --- a/dev/dev/_autosummary/geolib.models.serializers.html +++ b/dev/dev/_autosummary/geolib.models.serializers.html @@ -5,10 +5,10 @@ - geolib.models.serializers — geolib 2.4.0 documentation + geolib.models.serializers — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.utils.html b/dev/dev/_autosummary/geolib.models.utils.html index dcd1ce79..a14bf792 100644 --- a/dev/dev/_autosummary/geolib.models.utils.html +++ b/dev/dev/_autosummary/geolib.models.utils.html @@ -5,10 +5,10 @@ - geolib.models.utils — geolib 2.4.0 documentation + geolib.models.utils — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.models.validators.html b/dev/dev/_autosummary/geolib.models.validators.html index 2459aaca..0464ef55 100644 --- a/dev/dev/_autosummary/geolib.models.validators.html +++ b/dev/dev/_autosummary/geolib.models.validators.html @@ -5,10 +5,10 @@ - geolib.models.validators — geolib 2.4.0 documentation + geolib.models.validators — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.service.html b/dev/dev/_autosummary/geolib.service.html index 22c90379..51cdfc45 100644 --- a/dev/dev/_autosummary/geolib.service.html +++ b/dev/dev/_autosummary/geolib.service.html @@ -5,10 +5,10 @@ - geolib.service — geolib 2.4.0 documentation + geolib.service — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.soils.html b/dev/dev/_autosummary/geolib.soils.html index f74de26b..7722cea0 100644 --- a/dev/dev/_autosummary/geolib.soils.html +++ b/dev/dev/_autosummary/geolib.soils.html @@ -5,10 +5,10 @@ - geolib.soils — geolib 2.4.0 documentation + geolib.soils — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.soils.layers.html b/dev/dev/_autosummary/geolib.soils.layers.html index 480bc039..ae93a244 100644 --- a/dev/dev/_autosummary/geolib.soils.layers.html +++ b/dev/dev/_autosummary/geolib.soils.layers.html @@ -5,10 +5,10 @@ - geolib.soils.layers — geolib 2.4.0 documentation + geolib.soils.layers — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.soils.library.html b/dev/dev/_autosummary/geolib.soils.library.html index 00aa64bf..93127325 100644 --- a/dev/dev/_autosummary/geolib.soils.library.html +++ b/dev/dev/_autosummary/geolib.soils.library.html @@ -5,10 +5,10 @@ - geolib.soils.library — geolib 2.4.0 documentation + geolib.soils.library — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.soils.soil.html b/dev/dev/_autosummary/geolib.soils.soil.html index 469fdf8d..e4296821 100644 --- a/dev/dev/_autosummary/geolib.soils.soil.html +++ b/dev/dev/_autosummary/geolib.soils.soil.html @@ -5,10 +5,10 @@ - geolib.soils.soil — geolib 2.4.0 documentation + geolib.soils.soil — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.soils.soil_utils.html b/dev/dev/_autosummary/geolib.soils.soil_utils.html index 37d72fa7..d8f9ff54 100644 --- a/dev/dev/_autosummary/geolib.soils.soil_utils.html +++ b/dev/dev/_autosummary/geolib.soils.soil_utils.html @@ -5,10 +5,10 @@ - geolib.soils.soil_utils — geolib 2.4.0 documentation + geolib.soils.soil_utils — geolib 2.4.1 documentation - + diff --git a/dev/dev/_autosummary/geolib.utils.html b/dev/dev/_autosummary/geolib.utils.html index 2afa22c0..33f71e9e 100644 --- a/dev/dev/_autosummary/geolib.utils.html +++ b/dev/dev/_autosummary/geolib.utils.html @@ -5,10 +5,10 @@ - geolib.utils — geolib 2.4.0 documentation + geolib.utils — geolib 2.4.1 documentation - + diff --git a/dev/dev/api.html b/dev/dev/api.html index c8b4faf3..4414995a 100644 --- a/dev/dev/api.html +++ b/dev/dev/api.html @@ -5,10 +5,10 @@ - API Reference — geolib 2.4.0 documentation + API Reference — geolib 2.4.1 documentation - + diff --git a/dev/dev/extend.html b/dev/dev/extend.html index 24546d75..651a2ac9 100644 --- a/dev/dev/extend.html +++ b/dev/dev/extend.html @@ -5,10 +5,10 @@ - Contributing — geolib 2.4.0 documentation + Contributing — geolib 2.4.1 documentation - + diff --git a/dev/dev/geometry.html b/dev/dev/geometry.html index 4225e76a..0ac7e56c 100644 --- a/dev/dev/geometry.html +++ b/dev/dev/geometry.html @@ -5,10 +5,10 @@ - Geometry — geolib 2.4.0 documentation + Geometry — geolib 2.4.1 documentation - + diff --git a/dev/dev/models/dfoundations.html b/dev/dev/models/dfoundations.html index 14cefbca..4264f52d 100644 --- a/dev/dev/models/dfoundations.html +++ b/dev/dev/models/dfoundations.html @@ -5,10 +5,10 @@ - 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Welcome to GEOLib’s documentation!

GEOLib is a Python package to generate input, execute and parse output for several D-Serie numerical models. -Release v2.4.0.

+Release v2.4.1.

Behold, the power of GEOLib:

>>> import geolib as gl
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index 565d55b6..7ec6467b 100644
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index 3b64fe2f..537c8adf 100644
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index f64506b8..7f43f1e8 100644
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\ No newline at end of file
diff --git a/dev/user/install.html b/dev/user/install.html
index 6cd1900a..1d48f090 100644
--- a/dev/user/install.html
+++ b/dev/user/install.html
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-    Installation — geolib 2.4.0 documentation
+    Installation — geolib 2.4.1 documentation
     
     
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diff --git a/dev/user/intro.html b/dev/user/intro.html
index f89adf45..0576717b 100644
--- a/dev/user/intro.html
+++ b/dev/user/intro.html
@@ -5,10 +5,10 @@
     
     
 
-    Introduction — geolib 2.4.0 documentation
+    Introduction — geolib 2.4.1 documentation
     
     
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+    
     
     
     
diff --git a/dev/user/server.html b/dev/user/server.html
index bbda33a2..6e92cdbd 100644
--- a/dev/user/server.html
+++ b/dev/user/server.html
@@ -5,10 +5,10 @@
     
     
 
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+    Server — geolib 2.4.1 documentation
     
     
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+    
     
     
     
diff --git a/dev/user/setup.html b/dev/user/setup.html
index 39a1b642..da9a9b77 100644
--- a/dev/user/setup.html
+++ b/dev/user/setup.html
@@ -5,10 +5,10 @@
     
     
 
-    Setup — geolib 2.4.0 documentation
+    Setup — geolib 2.4.1 documentation
     
     
-    
+