摘要
通过针对某二级公路边坡的处治,采用有限元法和极限平衡法进行了稳定性分析评价,并对处治效果进行了预测。
Through aims at some second- class road side slope the punishmenttreatment, used the finite element method and the limit zero- method were adopted to has carried ony out the stable analysis appraisal, and has carried on the forecast to thethe treatment effect were forcasted, punishment effect.
出处
《贵州工业大学学报（自然科学版）》
CAS
2007年第6期86-89,共4页
Journal of Guizhou University of Technology(Natural Science Edition)
关键词
公路边坡
稳定性
加固
有限元
road side slope
stability
reinforcement
finite element
