摘要
黄土边坡稳定性分析是一个不确定性问题,包含很多不确定性因素,而且土的抗剪强度可变性很大。在进行了大量实验的前提下,估计抗剪强度的可变性,运用概率的方法进行边坡的稳定性分析,计算黄土边坡的失稳概率。
Loess slope stability is a problem of uncertainty, there are many uncertainty factors, and the variability of the soil shear strength is very large. Through a large number of experiments, the variability of the shear strength is estimated, and then the failure probability of the loess slope is calculated.
出处
《价值工程》
2014年第10期91-92,共2页
Value Engineering
关键词
黄土边坡
概率方法
正态分布
loess slope
probability method
normal distribution
