rs3.properties.material.constitutiveModel.SoftSoilCreep module#

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

Bases: _ProxyObject, IPropertyGroupAccessors

getPoissonsRatio() float#
setPoissonsRatio(value: float)#
getPLimit() float#
setPLimit(value: float)#
getMu() float#
setMu(value: float)#
getLambda() float#
setLambda(value: float)#
getKappa() float#
setKappa(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)#
getProperties()#

Retrieve properties as a dictionary.

setProperties(PoissonsRatio: float = None, PLimit: float = None, Mu: float = None, Lambda: float = None, Kappa: float = None, K0NormalConsolidation: float = None, OCRStress: float = None, InitialMeanStress: float = None, DilationAngle: float = None, FrictionAngle: float = None, Cohesion: float = None, TensileStrength: float = None)#

Set properties using keyword arguments.

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

Bases: SoftSoilCreepBase

getInitialConsolidationCondition() InitialConsolidationConditionType#
setInitialConsolidationCondition(InitialConsolidationCondition: InitialConsolidationConditionType)#