摘要
According to the engineering geological mapping, exploration results, and the analysis about the genetic mechanism and failure mode of the Suoqiao landslide in Wenchuan County, Sichuan Province, the authors study the stability of the two potential sliding planes in different engineering states, and determine the plane between the rock and earth is the most dangerous slide face. On this basement, the slope sliding trend and stimulating incentives are predicted. The heavy rain or aftershocks make the slope loss stability. And the comprehensive management measures of emergency prevention and permanent cure method are proposed.