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)#
- 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()#