APIClay#

class AxialAPIClayDatumProperties(*values)#

Bases: Enum

UNDRAINED_SHEAR_STRENGTH = 'CLAY_UNDRAINED_SHEAR_STRENGTH'#
REMOLDED_SHEAR_STRENGTH = 'CLAY_REMOLDED_UNDRAINED_SHEAR_STRENGTH'#
MAXIMUM_UNIT_SKIN_FRICTION = 'TZ_API_CLAY_MAX_UNIT_SKIN_FRICTION'#
MAXIMUM_UNIT_END_BEARING_RESISTANCE = 'TZ_API_CLAY_MAX_UNIT_END_BEARING_RESIST'#
class APIClay(model_id: str, soil_id: str, client: Client)#

Bases: object

Examples: Code Snippet: Manipulation of Axial Soil Properties (Pile Analysis)

getMaximumUnitSkinFriction() float#
setMaximumUnitSkinFriction(maximumUnitSkinFriction: float)#
getMaximumUnitEndBearingResistance() float#
setMaximumUnitEndBearingResistance(maximumUnitEndBearingResistance: float)#
getUndrainedShearStrength() float#
setUndrainedShearStrength(undrainedShearStrength: float)#
getRemoldedShearStrength() float#
setRemoldedShearStrength(remoldedShearStrength: float)#