Research Article

Research on Search Method of Potential Sliding Surface of Rock Slope with Embedded Structural Plane

Table 1

Stability coefficient of the Zongrong landslide under different environmental conditions.

MethodWorking conditions
Natural stateRainfall saturationEarthquake (0.4 g)Earthquake (0.6 g)

Transfer coefficient method1.340.621.070.97
Sarma method1.270.671.040.95