论文部分内容阅读
考虑到边坡稳定性分析的随机性与全局性,采用统计学假设检验法检验某边坡的稳定性,并与常规强度折减法计算结果进行对比分析,结果表明两种方法的稳定性评价是一致的。
Considering the randomness and globality of the slope stability analysis, the stability of a slope is tested by the statistical hypothesis test and compared with the conventional strength reduction method. The results show that the stability of the two methods is Consistent.