摘要
首先对边坡工程地质情况进行分析,采用定性和定量方法综合判定边坡的稳定性,然后利用正交设计法得到影响边坡稳定性的显著因子,对边坡失稳的预测、预防具有重要意义。
According to systematical analysis on the engineering geological conditions of the excavated slopes, the stereographic projection method, the limit equilibrium method and the two-dimensional finite element method are used for the assessment of the slope stability. Then, based on the orthogonal design method, the sensibility factors are obtained.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第22期3818-3823,共6页
Chinese Journal of Rock Mechanics and Engineering
基金
河南省高校杰出科研人才创新工程项目(HAIPURT)资助课题。
