参数反演在边坡稳定性计算和工程设计中的应用

Application of parametric inversion in slope stability calculation and engineering design

本文以广东省梅州市梅江区学子大道南段的东侧岩质边坡为例,在c、φ值未知的情况下,综合采用参数反演方法确定潜在滑移带岩体的抗剪强度参数。

In this paper, the shear strength parameters of the potential sliding zone rock mass are determined by using the parameter inversion method in the case of the Meizhou Meijiang District in the south section of Guangdong Province, where the C and φ values are unknown.