Shansep#

class ShansepStressHistoryType(*values)#

Bases: Enum

OVERCONSOLIDATION_RATIO = 1#

PRECONSOLIDATION_PRESSURE = 2#

class ShansepHistoryDefinitionMethod(*values)#

Bases: Enum

CONSTANT = 1#

DEPTH_FROM_UPPER_MATERIAL_BOUNDARY = 2#

ELEVATION = 3#

class StressHistoryFunctionPoint(depth: float, ocrpc: float)#: Bases: object

class MaterialDependentVerticalStressFunctionPoint(material: int, vertical_stress: float)#: Bases: object

class Shansep(model_id: str, material_id: str, client: Client)#

Bases: object

Examples: Code Snippet: SHANSEP Example

SHANSEP (Stress History And Normalized Soil Engineering Properties) strength properties: S, m, A, stress history type, OCR/PC constant or variable, invalid materials list.

getA() → float#

setA(shansep_a: float)#

getS() → float#

setS(shansep_s: float)#

getM() → float#

setM(shansep_m: float)#

getStressHistoryType() → ShansepStressHistoryType#

setStressHistoryType(shansep_stress_history_type: ShansepStressHistoryType)#

getHistoryDefinitionMethod() → ShansepHistoryDefinitionMethod#

setHistoryDefinitionMethod(shansep_history_definition_method: ShansepHistoryDefinitionMethod)#

getUseMaterialDependentVerticalStress() → bool#

setUseMaterialDependentVerticalStress(use_shansep_material_dependent_vertical_stress: bool)#

getOcrPcConstant() → float#

setOcrPcConstant(shansep_ocr_pc_constant: float)#

getOcrPcVariable() → List[StressHistoryFunctionPoint]#

setOcrPcVariable(points: List[StressHistoryFunctionPoint])#

getMaterialDependentFunction() → List[MaterialDependentVerticalStressFunctionPoint]#

setMaterialDependentFunction(factors: List[MaterialDependentVerticalStressFunctionPoint])#

getUseTensileStrength() → bool#

setUseTensileStrength(use_tensile_strength: bool)#

getTensileStrength() → float#

setTensileStrength(tensile_strength: float)#

getUseMaxShearStrength() → bool#

setUseMaxShearStrength(use_maximum_shear_strength: bool)#

getMaxShearStrength() → float#

setMaxShearStrength(maximum_shear_strength: float)#