rs3.properties.material.constitutiveModel.HardeningSoilWithSmallStrain module#

class rs3.properties.material.constitutiveModel.HardeningSoilWithSmallStrain.HardeningSoilWithSmallStrainBase(client: Client, id: str)#

Bases: _ProxyObject, IPropertyGroupAccessors

getG0Ref() → float#

setG0Ref(value: float)#

getGamma07() → float#

setGamma07(value: float)#

getERef50() → float#

setERef50(value: float)#

getERefOed() → float#

setERefOed(value: float)#

getERefUr() → float#

setERefUr(value: float)#

getM() → float#

setM(value: float)#

getReferencePressure() → float#

setReferencePressure(value: float)#

getPoissonsRatio() → float#

setPoissonsRatio(value: float)#

getPLimit() → float#

setPLimit(value: float)#

getFailureRatio() → float#

setFailureRatio(value: float)#

getE0() → float#

setE0(value: float)#

getK0NormalConsolidation() → float#

setK0NormalConsolidation(value: float)#

getOCRStress() → float#

setOCRStress(value: float)#

getInitialMeanStress() → float#

setInitialMeanStress(value: float)#

getDilationAngle() → float#

setDilationAngle(value: float)#

getFrictionAngle() → float#

setFrictionAngle(value: float)#

getCohesion() → float#

setCohesion(value: float)#

getTensileStrength() → float#

setTensileStrength(value: float)#

getEmax() → float#

setEmax(value: float)#

getProperties()#: Retrieve properties as a dictionary.

setProperties(G0Ref: float = None, Gamma07: float = None, ERef50: float = None, ERefOed: float = None, ERefUr: float = None, M: float = None, ReferencePressure: float = None, PoissonsRatio: float = None, PLimit: float = None, FailureRatio: float = None, E0: float = None, K0NormalConsolidation: float = None, OCRStress: float = None, InitialMeanStress: float = None, DilationAngle: float = None, FrictionAngle: float = None, Cohesion: float = None, TensileStrength: float = None, Emax: float = None)#: Set properties using keyword arguments.

class rs3.properties.material.constitutiveModel.HardeningSoilWithSmallStrain.HardeningSoilWithSmallStrain(client: Client, id: str)#

Bases: HardeningSoilWithSmallStrainBase

getDilationOption() → PlaxisDilationOptionType#

setDilationOption(DilationOption: PlaxisDilationOptionType)#

getDilatancyCutoff() → Dilatancy#

setDilatancyCutoff(DilatancyCutoff: Dilatancy)#

getInitialConsolidationCondition() → InitialConsolidationConditionType#

setInitialConsolidationCondition(InitialConsolidationCondition: InitialConsolidationConditionType)#