摘要
针对应用于边坡稳定问题分析的极限平衡法,分析了不同经典算法的基本计算假定以及主要特点,介绍了极限平衡法的发展,为设计施工以及进一步的理论研究提供了参考。
Based on the limit equilibrium method for slope stability problems analysis, this paper analyzed the basic calculation assumptions and main features of different classical algorithm, introduced the development of limit equilibrium method, provided reference for design construction and further theoretical research.
出处
《山西建筑》
2013年第5期60-61,共2页
Shanxi Architecture
关键词
边坡
稳定分析
极限平衡法
slope, stability analysis, limit equilibrium method
