Parameter Correction influence on Monolithic Sliding Stability Probability of Retained Multilayer Soil Slope

Various design stability probabilities are compared based on modified geotechnical parameters. These comprehensive stability probability calculation methods can explore well the variation of stability probability of wall-retained slope engineering caused by RVs.

基于修正后的岩土参数，对多种设计工况下的稳定概率进行对比分析。上述综合稳定概率计算方法，可充分揭示由随机变量（Random Variables，RVs）引发的支挡边坡工程稳定概率的变化规律。