Slope Stability Analysis under Complex Stress State with Saturated and Unsaturated Seepage Flow

Table 1

Analysis and calculation parameters of slope stability under seepage flow condition.

Saturated seepage flow		Unsaturated seepage flow
Permeability (m/d)	Porosity (%)	Residual volume water content	Saturated volume water content
0.6	50	0.0812 sorption	0.4155 sorption	0.0573 sorption	4.0974 sorption
		0.1028 desorption	0.4465 desorption	0.0325 desorption	7.4845 desorption