NGIADP

Define a NGI-ADP material.

Parameters

name : str
String naming the material.
color : Color
Material appearance. color= rgb(129,114,132)
s_uA : float
Active undrained shear strength.
ratio_su_PA : float
Ratio of passive undrained shear strength over active undrained shear strength.
ratio_su_DSSA : float
Ratio of direct simple shear strength over active undrained shear strength.
gamma_dry : float
Dry unit weight in kN/m^3
gamma_sat : float
Saturated unit weight in kN/m^3
tension_cutoff : str
Apply tension cutoff. tension_cutoff = 'yes' or 'no'
sigma_t : float
Tensile cutoff stress, in kPa.
K0 : float
Earth pressure coefficient at rest.
hydraulic_conductivity_option : str
hydraulic_conductivity_option = 'isotropic' or 'anisotropic'
K : float
Hydraulic conductivity, in m/day.
Kx : float
Hydraulic conductivity in x, in m/day.
Ky : float
Hydraulic conductivity in y, in m/day.
Kz : float
Hydraulic conductivity in z, in m/day.
hydraulic_model : str
hydraulic_model = 'basic' or 'van_genuchten'
e : float
Void ratio.
alpha : float
Model parameter related to the air entry pressure.
n : float
Model parameter related to the rate at which water is extracted from the soil once the air entry pressure has been exceeded.
Sr : float
Residual degree of saturation (may be slightly greater than 0).
Ss : float
Fraction of water filled pores at full saturation (may be slightly less than 1).
reducible_strength : str
Apply reducible strength. reducible_strength = 'yes' or 'no'

Examples

i = 10
model2d.add_rectangle([i,0],[i+1,2])
Face = model2d.select(p0=[i+0.5,1],types='face')
NGIADPMaterial = prj.NGIADP(name='NGIADP',
                            color=rgb(129,114,132),
                            s_uA=30,
                            ratio_su_PA=0.25,
                            ratio_su_DSSA=5,                          
                            tension_cutoff='yes',
                            sigma_t=0,
                            gamma_dry=18,
                            gamma_sat=20,
                            K0=0.58,
                            hydraulic_conductivity_option='anisotropic',
                            K=0.001,
                            Kx=0.001,
                            Ky=0.001,
                            Kz=0.001,
                            hydraulic_model='van_genuchten',
                            e=1,
                            alpha=2,
                            n=2,
                            Sr=0,
                            Ss=1,
                            reducible_strength='yes',
                            )
model2d.set_solid(shapes=Face,material=NGIADPMaterial)