摘要
依据三本典型的规范,对边坡稳定分析中容易混淆的几个问题进行讨论,为规范在工程 设计中的应用提供了一定的参考价值。
The paper discusses and analyzes some confused problems about stability of slope according to three typical codes , and it provides reference of the code appliance in the project designing.
出处
《石家庄铁路职业技术学院学报》
2004年第S1期21-25,共5页
Journal of Shijiazhuang Institute of Railway Technology
关键词
边坡
极限平衡法
总应力法
有效应力法
抗剪强度
slope method of ultimate equilibrium method of gross stress method of effectivestress shear rigidity
