Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement

Table 1

Calculation parameters of the model.

Soil type	Gravity (kN·m^−3)	Poisson’s ratio	Elastic modulus (MPa)	Friction angle (°)	Cohesion (kPa)	Permeability coefficient (cm·s^−1)	Saturated water content (%)
Sandy	17.5	0.3	50.4	35.23	11.42	5e-5	30