摘要
以南票某边坡为研究对象,采用传递系数法,对天然状态下、暴雨状态下和地震状态下的边坡稳定性进行了计算分析,结果表明:边坡在天然状态下稳定性安全系数为1.470;在暴雨工况下安全系数为1.293,在地震工况下,边坡稳定性安全系数与天然工况下的相差很小,该边坡处于稳定状态。
Nanpiao a certain slope as the research object,using transfer coefficient method of natural condition,storm conditions of slope stability and seismic conditions are analyzed. Study shows that the slope in natural state stability safety coefficient is 1. 470,in heavy rain conditions,the safety coefficient is 1. 293,the earthquake condition,calculate the slope stability safety coefficient and natural condition difference is very small.Therefore,the slope is in steady state.
出处
《山西建筑》
2016年第4期87-88,共2页
Shanxi Architecture
关键词
边坡
传递系数法
安全系数
稳定性
slope
transfer coefficient method
safety factor
stability
