rs3.properties.PropertyEnums module#

class rs3.properties.PropertyEnums.StageFactorMethodType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

ABSOLUTE_STAGE_FACTOR = 0#
RELATIVE_STAGE_FACTOR = 1#
class rs3.properties.PropertyEnums.BoltTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

END_ANCHORED = 'END_ANCHORED'#
FULLY_BONDED = 'FULLY_BONDED'#
PLAIN_STRAND_CABLE = 'PLAIN_STRAND_CABLE'#
SWELLEX = 'SWELLEX_BOLT'#
TIEBACK = 'TIEBACK_BOLT'#
class rs3.properties.PropertyEnums.BulgeTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

GARFORD_BULB_25MM = 'twentyfive_GARFORD_BULB'#
NUT_CASE_21MM = 'twentyone_NUT_CASE'#
class rs3.properties.PropertyEnums.BondLengthType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

PERCENT_OF_LENGTH = 0#
LENGTH = 1#
class rs3.properties.PropertyEnums.SecondaryBondLengthType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

PERCENTAGE_OF_LENGTH = 1#
LENGTH = 2#
FULLY_BONDED = 3#
class rs3.properties.PropertyEnums.BeamType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

STANDARD_BEAM = 'STANDARD'#
TRUSS = 'TRUSS'#
class rs3.properties.PropertyEnums.BeamElementFormulation(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

BERNOULLI = 'BERNOULLI'#
TIMOSHENKO = 'TIMOSHENKO'#
class rs3.properties.PropertyEnums.LinerTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

STANDARD = 'STANDARD'#
GEOSYNTHETIC = 'GEOSYNTHETIC'#
REINFORCED_CONCRETE = 'REINFORCED_CONCRETE'#
class rs3.properties.PropertyEnums.JointConstitutiveModelTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NONE = 'NONE'#
MOHR_COULOMB = 'MOHR_COULOMB'#
BARTON_BANDIS = 'BARTON_BANDIS'#
GEOSYNTHETIC_HYPERBOLIC = 'GEOSYNTHETIC_HYPERBOLIC'#
MATERIAL_DEPENDENT = 'MATERIAL_DEPENDENT'#
class rs3.properties.PropertyEnums.AdditionalPressureType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

PRESSURE = False#
PIEZOMETRIC_SURFACE = True#
class rs3.properties.PropertyEnums.PileSkinResistanceType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

LINEAR = 'LINEAR'#
MOHR_COULOMB = 'CANDPHI'#
MULTI_LINEAR = 'MULTILINEAR'#
class rs3.properties.PropertyEnums.ConnectionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

FREE = 'FREE'#
HINGED = 'HINGED'#
RIGID = 'RIGID'#
class rs3.properties.PropertyEnums.LiningConnectionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

FIRST_LINER_AT_INSTALL = 'FIRST_LINER_AT_INSTALL'#
ALL_LINERS = 'ALL_LINERS'#
class rs3.properties.PropertyEnums.EndConditionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NONE = False#
FORCE = 'FORCE'#
DISPLACEMENT = 'DISPLACEMENT'#
class rs3.properties.PropertyEnums.EndConditionPlacementPoint(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

TOP = 'TOP'#
BOTTOM = 'BOTTOM'#
class rs3.properties.PropertyEnums.GroundwaterInterpolationMethodType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

INVERSE_DISTANCE = 'InverseDistance'#
THIN_PLATE_SPLINE = 'ThinPlateSpline'#
CHUGH = 'Chugh'#
LOCAL_THIN_PLATE_SPLINE = 'LocalThinPlateSpline'#
LINEAR_TRIANGULATION = 'TINTriangulation'#
GAUSSIAN = 'Gaussian'#
MULTI_QUADRATIC = 'MultiQuadratic'#
POLYHARMONIC_SPLINE = 'PolyharmonicSpline'#
COMPACTLY_SUPPORTED = 'CompactlySupported'#
class rs3.properties.PropertyEnums.GroundwaterResolutionMethodType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

COARSE = 'Coarse'#
STANDARD = 'Standard'#
FINE = 'Fine'#
class rs3.properties.PropertyEnums.WaterGridPlane2DType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

XZ_PLANE = 'XZ_PLANE'#
YZ_PLANE = 'YZ_PLANE'#
class rs3.properties.PropertyEnums.WaterGridInterpolationMethodType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

HYBRID = 'HybridAuto'#
THIN_PLATE_SPLINE = 'ThinPlateSpline'#
HARDYS_MULTI_QUADRATIC = 'HardysMultiQuadratic'#
KRIGING = 'Kriging'#
INVERSE_DISTANCE = 'InverseDistance'#
class rs3.properties.PropertyEnums.WaterGridPointSetType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

PORE_PRESSURE = 'PorePressure'#
PRESSURE_HEAD = 'PressureHead'#
TOTAL_HEAD = 'TotalHead'#
class rs3.properties.PropertyEnums.InitialElementLoadingType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

FIELD_STRESS_ONLY = 'FIELD_STRESS_ONLY'#
FIELD_STRESS_AND_BODY_FORCE = 'BOTH_FIELD_AND_BODY'#
BODY_FORCE_ONLY = 'BODY_FORCE_ONLY'#
NONE = 'NONE'#
class rs3.properties.PropertyEnums.MaterialElasticityTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

LINEAR_ISOTROPIC = 'ISOTROPIC'#
TRANSVERSELY_ISOTROPIC = 'TRANSVERSELY_ISOTROPIC'#
ORTHOTROPIC = 'ORTHOTROPIC'#
DUNCAN_CHANG_HYPERBOLIC = 'DUNCAN_CHANG_HYPERBOLIC'#
NON_LINEAR_ISOTROPIC = 'NON_LINEAR_ISOTROPIC'#
class rs3.properties.PropertyEnums.UnloadingConditions(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

MEAN_STRESS = 'LU_p'#
DEVIATORIC_STRESS = 'LU_q'#
VOLUMETRIC_STRAIN = 'LU_EpsV'#
DEVIATORIC_STRAIN = 'LU_Epqscan'#
class rs3.properties.PropertyEnums.NonlinearIsotropicFormulaType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

FORMULA_1 = 'FORMULA_1'#
FORMULA_2 = 'FORMULA_2'#
FORMULA_3 = 'FORMULA_3'#
class rs3.properties.PropertyEnums.PoissonRatioType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

CONSTANT = 'CONSTANT'#
STRESS_DEPENDENT = 'STRESS_DEPENDENT'#
class rs3.properties.PropertyEnums.ElasticParametersType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

CONSTANT_SHEAR_MODULUS = 'CONSTANT_SHEAR_MODULUS'#
CONSTANT_POISSON_RATIO = 'CONSTANT_POISSON_RATIO'#
class rs3.properties.PropertyEnums.PlanarDirectionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

DIP_DIRECTION_AND_DIP = 'DIP_DIRECTION_AND_DIP'#
NORMAL_VECTOR = 'NORMAL_VECTOR'#
class rs3.properties.PropertyEnums.GeneralizedHoekBrownEstimationMethodType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

GENERALIZED_HOEK_DIEDERICHS = 'GENERALIZED_HOEK_DIEDERICHS'#
SIMPLIFIED_HOEK_DIEDERICHS = 'SIMPLIFIED_HOEK_DIEDERICHS'#
HOEK_CARRANZA_TORRES_CORKUM = 'HOEK_CARRANZA_TORRES_CORKUM'#
class rs3.properties.PropertyEnums.ConstitutiveModelTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

MOHR_COULOMB = 'MOHR_COULOMB'#
HOEK_BROWN = 'HOEK_BROWN'#
DRUCKER_PRAGER = 'DRUCKER_PRAGER'#
GENERALIZED_HOEK_BROWN = 'GENERALIZED_HOEK_BROWN'#
CAM_CLAY = 'CAM_CLAY'#
MODIFIED_CAM_CLAY = 'MODIFIED_CAM_CLAY'#
DISCRETE_FUNCTION = 'DISCRETE_FUNCTION'#
MOHR_COULOMB_WITH_CAP = 'MOHR_COULOMB_WITH_CAP'#
SOFTENING_HARDENING_MODEL = 'SOFTENING_HARDENING_MODEL'#
BOUNDING_SURFACE_PLASTICITY = 'BOUNDING_SURFACE_PLASTICITY'#
MANZARI_AND_DAFALIAS = 'MANZARI_AND_DAFALIAS'#
JOINTED_MOHR_COULOMB = 'JOINTED_MOHR_COULOMB'#
JOINTED_GENERALIZED_HOEK_BROWN = 'JOINTED_GENERALIZED_HOEK_BROWN'#
BARTON_BANDIS = 'BARTON_BANDIS'#
HYPERBOLIC = 'HYPERBOLIC'#
POWER_CURVE = 'POWER_CURVE'#
CH_SOIL = 'CH_SOIL'#
CY_SOIL = 'CY_SOIL'#
DOUBLE_YIELD = 'DOUBLE_YIELD'#
HARDENING_SOIL = 'HARDENING_SOIL'#
HARDENING_SOIL_SMALL_STRAIN_STIFFNESS = 'HARDENING_SOIL_SMALL_STRAIN_STIFFNESS'#
SOFT_SOIL = 'SOFT_SOIL'#
SOFT_SOIL_CREEP = 'SOFT_SOIL_CREEP'#
SWELLING_ROCK = 'SWELLING_ROCK'#
SHANSEP = 'SHANSEP'#
BARCELONA_BASIC = 'BARCELONA_BASIC'#
NORSAND = 'NORSAND'#
SHEAR_NORMAL_FUNCTION = 'SHEAR_NORMAL_FUNCTION'#
SNOWDEN_MODIFIED_ANISOTROPIC_LINEAR = 'SNOWDEN_MODIFIED_ANISOTROPIC_LINEAR'#
ANISOTROPIC_LINEAR = 'ANISOTROPIC_LINEAR'#
GENERALIZED_ANISOTROPIC = 'GENERALIZED_ANISOTROPIC'#
VERTICAL_STRESS_RATIO = 'VERTICAL_STRESS_RATIO'#
class rs3.properties.PropertyEnums.MaterialType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

ELASTIC = False#
PLASTIC = True#
class rs3.properties.PropertyEnums.GeneralizedHoekBrownDefinedType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

MB_S_A = 'MB_S_A'#
GSIType = 'GSIType'#
class rs3.properties.PropertyEnums.SpecificVolumeAtUnitPressureType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NORMAL_COMPRESSION_LINE_N = 'NORMAL_COMPRESSION_LINE_N'#
CRITICAL_STATE_LINE_GAMMA = 'CRITICAL_STATE_LINE_GAMMA'#
class rs3.properties.PropertyEnums.InitialStateOfConsolidationType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

OVERCONSOLIDATION_RATIO_OCR = 'OVERCONSOLIDATION_RATIO_OCR'#
PRECONSOLIDATION_PRESSURE_PO = 'PRECONSOLIDATION_PRESSURE_PO'#
class rs3.properties.PropertyEnums.CapType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NONE = 'NONE'#
VERTICAL = 'VERTICAL'#
ELLIPTICAL = 'ELLIPTICAL'#
class rs3.properties.PropertyEnums.CapHardeningTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

TABULAR = 0#
EXPONENTIAL = 1#
class rs3.properties.PropertyEnums.ConeHardeningTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

TABULAR = 0#
HARDENING_PROPERTY = 1#
class rs3.properties.PropertyEnums.DilationTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

DILATION_ANGLE = 0#
DILATION_COMPACTION = 1#
class rs3.properties.PropertyEnums.CySoilCapOption(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NONE = 'NONE'#
ELLIPTICAL = 'ELLIPTICAL'#
class rs3.properties.PropertyEnums.DoubleYieldCapType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NONE = 'NONE'#
VERTICAL = 'VERTICAL'#
class rs3.properties.PropertyEnums.DilationOption(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

DILATION_ONLY = 'DILATION_ONLY'#
DILATION_ROWES = 'ROWES'#
class rs3.properties.PropertyEnums.PlaxisDilationOptionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

CONDITIONAL = 'CONDITIONAL'#
ROWES = 'ROWES'#
class rs3.properties.PropertyEnums.InitialConsolidationConditionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

OVER_CONSOLIDATION_RATIO = 'OVER_CONSOLIDATION_RATIO'#
INITIAL_MEAN_STRESS = 'INITIAL_MEAN_STRESS'#
class rs3.properties.PropertyEnums.NorsandInitialConsolidationConditionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

OVER_CONSOLIDATION_RATIO = 'OVERCONSOLIDATION_RATIO'#
INITIAL_MEAN_STRESS = 'INITIAL_MEAN_STRESS'#
class rs3.properties.PropertyEnums.Dilatancy(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

DILATANCY_DEACTIVATED = 'DEACVTIVATED'#
DILATANCY_ACTIVATED = 'ACTIVATED'#
class rs3.properties.PropertyEnums.SwellingForm(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

WITTKE = 'WITTKE'#
ANAGNOSTOU = 'ANAGNOSTOU'#
class rs3.properties.PropertyEnums.WaterCondition(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

SWELLING = 'SWELLING'#
SWELLING_WITH_WATER = 'SWELLING_AT_WATER'#
class rs3.properties.PropertyEnums.StressHistoryTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

OVER_CONSOLIDATION_OCR = 'OVERCONSOLIDATION_RATIO'#
PRECONSOLIDATION_PRESSURE_PC = 'PRECONSOLIDATION_PRESSURE'#
class rs3.properties.PropertyEnums.StressHistoryDefinitionMethods(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

STRESS_HISTORY_CONSTANT = 'CONSTANT'#
STRESS_HISTORY_DEPTH = 'DEPTH'#
STRESS_HISTORY_ELEVATION = 'ELEVATION'#
class rs3.properties.PropertyEnums.AnisotropyDefinitionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

PLANE_DEFINITION = 'PLANE_DEFINITION'#
SURFACE = 'SURFACE'#
class rs3.properties.PropertyEnums.GeneralizedAnisotropyDefinitionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

DIP_DIPDIR = 'DIP_DIPDIR'#
SURFACE = 'SURFACE'#
class rs3.properties.PropertyEnums.TensileCutoffOptions(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NONE = 'NONE'#
HOEK_MARTIN = 'HOEK_MARTIN'#
USER_DEFINED = 'USER_DEFINED'#
class rs3.properties.PropertyEnums.DiscreteDrainedMode(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

UNDRAINED = 'DF_UNDRAINED'#
DRAINED = 'DF_DRAINED'#
class rs3.properties.PropertyEnums.Plane2DType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

XZ_PLANE = 'XZ_PLANE'#
YZ_PLANE = 'YZ_PLANE'#
class rs3.properties.PropertyEnums.DiscreteFunctionInterpolationMethodType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

HYBRID = 'HybridAuto'#
THIN_PLATE_SPLINE = 'ThinPlateSpline'#
KRIGING = 'Kriging'#
INVERSE_DISTANCE = 'InverseDistance'#
MODIFIED_CHUGH = 'ModifiedChugh'#
class rs3.properties.PropertyEnums.PlaneOrientationType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

LINEAR_DIRECTION_TREND_PLUNGE = 'LINEAR_DIRECTION_TREND_PLUNGE'#
DIP_DIRECTION_AND_DIP = 'DIP_DIRECTION_AND_DIP'#
NORMAL_VECTOR = 'LINEAR_DIRECTION_VECTOR'#
class rs3.properties.PropertyEnums.MaterialJointSlipCriterionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

MOHR_COULOMB = 'MOHR_COULOMB'#
BARTON_BANDIS = 'BARTON_BANDIS'#
HYPERBOLIC_SIMPLE = 'HYPERBOLIC_SIMPLE'#
class rs3.properties.PropertyEnums.SnowdenStrengthFunctionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

SHEAR_NORMAL = 'SHEAR_NORMAL'#
COHESION_FRICTION = 'COHESION_FRICTION'#
class rs3.properties.PropertyEnums.MaterialBehaviours(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

DRAINED = 'DRAINED'#
UNDRAINED = 'UNDRAINED'#
class rs3.properties.PropertyEnums.PorosityType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

POROSITY = 'POROSITY'#
VOID_RATIO = 'VOID_RATIO'#
class rs3.properties.PropertyEnums.HydraulicMethodType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

LINEAR_ISOTROPIC = 'ISOTROPIC'#
TRANSVERSELY_ISOTROPIC = 'TRANSVERSELY_ISOTROPIC'#
ORTHOTROPIC = 'ORTHOTROPIC'#
class rs3.properties.PropertyEnums.EnhancedSimpleSoilTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

CLAY = 'CLAY'#
GENERAL = 'GENERAL'#
LOAM = 'LOAM'#
SAND = 'SAND'#
SILT = 'SILT'#
class rs3.properties.PropertyEnums.HydraulicModelType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

BROOKS_AND_COREY = 0#
FREDLUND_AND_XING = 1#
GARDNER = 2#
SIMPLE = 3#
VAN_GENUCHTEN = 4#
CUSTOM = -1#
class rs3.properties.PropertyEnums.HuTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

CUSTOM = 'Custom'#
AUTO = 'Auto'#
class rs3.properties.PropertyEnums.HydraulicParameterType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

PWP = 'PWP'#
RU = 'RU'#
class rs3.properties.PropertyEnums.StaticWaterModes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

DRY = 'DRY'#
WATER_SURFACE = 'WATER_SURFACE'#
PWP_INTERPOLATION_SURFACE = 'PWP_INTERPOLATION_SURFACE'#
USER_DEFINED_VALUE = 'USER_DEFINED_VALUE'#
PWP_POINT_SET = 'PWP_POINT_SET'#
class rs3.properties.PropertyEnums.WCInputType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

BY_WATER_CONTENT = 'WATERCONTENT'#
BY_DEGREE_OF_SATURATION = 'DEGREEOFSATURATION'#
class rs3.properties.PropertyEnums.DatumType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

DEPTH = 'Depth'#
RADIAL = 'Radial'#
class rs3.properties.PropertyEnums.DatumDependencyIndex(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

YOUNGS_MODULUS = 'YOUNGS_MODULUS'#
COHESION = 'COHESION'#
FRICTION_ANGLE = 'FRICTION_ANGLE'#
UNLOADING_YOUNGS_MODULUS = 'UNLOADING_YOUNGS_MODULUS'#
class rs3.properties.PropertyEnums.UnsaturatedParameterType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NONE = 'NONE'#
SINGLE_EFFECTIVE_STRESS = 'SINGLE_EFFECTIVE_STRESS'#
class rs3.properties.PropertyEnums.MohrCoulombUnsaturatedParameterType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

NONE = 'NONE'#
UNSATURATED_SHEAR_STRENGTH = 'UNSATURATED_SHEAR_STRENGTH'#
SINGLE_EFFECTIVE_STRESS = 'SINGLE_EFFECTIVE_STRESS'#
class rs3.properties.PropertyEnums.UnsaturatedShearStrengthType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

FREDLUND = 'FREDLUND'#
VANAPALLI = 'VANAPALLI'#
class rs3.properties.PropertyEnums.UnsaturatedSingleEffectiveStressMethod(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

BISHOP = 'BISHOP'#
TABULAR_VALUE = 'TABULAR'#
GUDEHUS_1995 = 'GUDEHUS'#
KHALILI_2004 = 'KHALILI'#
BOLZON_1996 = 'BOLTZON'#
AITCHISON_1960 = 'AITCHISON'#
KOHGO_1993 = 'KOHGO'#
class rs3.properties.PropertyEnums.UnsaturatedTabularValueMethod(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)#

Bases: Enum

WITH_RESPECT_TO_SUCTION = 'SUCTION'#
WITH_RESPECT_TO_DEGREE_OF_SATURATION = 'DEGREE_OF_SATURATION'#
WITH_RESPECT_TO_EFFECTIVE_DEGREE_OF_SATURATION = 'EFFECTIVE_DEGREE_OF_SATURATION'#