PileRow

Define a Pile Row material.

Parameters

name : str

String naming the material.

color : Color

Material appearance. color=rgb(169,179,193)

pile_type : PileType

Pile type: "massive_circular", "circular_tube", "massive_square", "user_defined" (or int: 0-3)

diameter : float

Pile diameter (for MassiveCircular and CircularTube), in m.

wall_thickness : float

Wall thickness (for CircularTube), in m.

width : float

Pile width (for MassiveSquare), in m.

sectional_area : float

Sectional area (for UserDefined), in m^2.

moment_of_inertia : float

Moment of inertia (for UserDefined), in m^4.

user_defined_deq : bool

Flag for user-defined equivalent diameter.

deq : float

Equivalent diameter, in m.

young_modulus : float|ParameterMap|Profile|Gradient

Young's modulus of pile material, in kPa.

spacing : float

Spacing between piles, in m.

axial_strength : float|ParameterMap|Profile|Gradient

Axial strength per unit length, in kN/m.

lateral_strength : float|ParameterMap|Profile|Gradient

Lateral strength per unit length, in kN/m.

base_strength : float|ParameterMap|Profile|Gradient

Base strength, in kN.

soil_pile_stiffness : SoilPileStiffness

Soil-pile stiffness mode: "default_stiffness", "interaction_factors", "spring_stiffness" (or int: 0-2)

IFSa : float

Interaction factor for axial stiffness.

IFSl : float

Interaction factor for lateral stiffness.

IFSb : float

Interaction factor for base stiffness.

axial_stiffness : float|ParameterMap|Profile|Gradient

Axial stiffness, in kN/m^2.

lateral_stiffness : float|ParameterMap|Profile|Gradient

Lateral stiffness, in kN/m^2.

base_stiffness : float|ParameterMap|Profile|Gradient

Base stiffness, in kN/m.

elastic_zone : ElasticZone

Elastic zone type: "use_deq", "none" (or int: 0-1)

Examples

PileRowMaterial = prj.PileRow(name='Concrete Piles',
                              color=rgb(169,179,193),
                              pile_type='massive_circular',
                              diameter=0.5,
                              young_modulus=2e7,
                              spacing=1.0,
                              axial_strength=100.0,
                              lateral_strength=1000.0,
                              base_strength=500.0,
                              soil_pile_stiffness='default_stiffness',
                              IFSa=0.5,
                              IFSl=0.5,
                              IFSb=5.0,
                              axial_stiffness=1000.0,
                              lateral_stiffness=1000.0,
                              base_stiffness=2000.0,
                              elastic_zone='use_deq'
                              )