rs2.modeler.properties.material.strength.HardeningSoilWithSmallStrainStiffness module

class rs2.modeler.properties.material.strength.HardeningSoilWithSmallStrainStiffness.HardeningSoilWithSmallStrainStiffness(server: Client, ID, documentProxyID)

Bases: PropertyProxy

getFrictionAngle() → float

setFrictionAngle(value: float)

getCohesion() → float

setCohesion(value: float)

getFailureRatio() → float

setFailureRatio(value: float)

getTensileStrength() → float

setTensileStrength(value: float)

getDilationAngle() → float

setDilationAngle(value: float)

getDilationOption() → DilationOption

setDilationOption(value: DilationOption)

getDilatancyCutoff() → Dilatancy

setDilatancyCutoff(value: Dilatancy)

getE0() → float

setE0(value: float)

getEmax() → float

setEmax(value: float)

getK0NormalConsolidation() → float

setK0NormalConsolidation(value: float)

getInitialConsolidationCondition() → InitialConsolidation

setInitialConsolidationCondition(value: InitialConsolidation)

getOCRStress() → float

setOCRStress(value: float)

getInitialMeanStress() → float

setInitialMeanStress(value: float)

setProperties(FrictionAngle: float = None, Cohesion: float = None, FailureRatio: float = None, TensileStrength: float = None, DilationAngle: float = None, DilationOption: DilationOption = None, DilatancyCutoff: Dilatancy = None, E0: float = None, Emax: float = None, K0NormalConsolidation: float = None, InitialConsolidationCondition: InitialConsolidation = None, OCRStress: float = None, InitialMeanStress: float = None)

getProperties()