摘要
对地震区的边坡进行稳定性分析时,须计入地震力的作用;探讨用安全系数法和可靠性分析方法结合的方法,对地震区边坡进行滑动稳定性分析,既考虑了不确定性因素,又是对定值法的一种补充。
Seismic force must be calculated in the analysis of slope stability in earthquake area. Combining safety coefficient method and reliability analysis method, the slope sliding stability in earthquake area is analysed, not only considering the uncertainty factors, but also a complement to fixed-value method.
关键词
可靠度
安全系数
地震力
边坡
reliability
safety coefficient
seismic force
slope
