Advances in Civil Engineering / 2018 / Article / Tab 1

Research Article

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

Table 1

Calculation parameters of the model.

Soil typeGravity (kN·m−3)Poisson’s ratioElastic modulus (MPa)Friction angle (°)Cohesion (kPa)Permeability coefficient (cm·s−1)Saturated water content (%)

Sandy17.50.350.435.2311.425e-530

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