摘要
本文采用极限平衡法和有限元法对某公路边坡滑坡体稳定性进行计算和分析,并对比分析了计算变形和监测变形的异同,以便对滑坡体的稳定安全性作出更合理的评价,可供类似工程参考.
In this paper, the limit equilibrium and finite element method are used on the highway slope landslide stability, and the calculations are compared with the landslide deformation monitoring. The results are more reasonable and overall safety evaluation of the landslide, and prepare for the similar project research.
出处
《西南民族大学学报(自然科学版)》
CAS
2008年第6期1252-1256,共5页
Journal of Southwest Minzu University(Natural Science Edition)
关键词
边坡稳定性
极限平衡法
有限元法
深部位移监测
stability oflandslid'e
limit equilibrium method
finite element method
deep displacement monitoring