摘要
基于复杂边坡一般由多种岩性组成，且其稳定性往往受岩体结构控制，加之边坡滑面的逐步形成特点，本文提出了采用块体理论确定复杂边坡滑面位置方法，并采用Ｓａｒｍａ极限平衡法及其它滑面形状分析了某大型边坡工程的稳定性，验证了所提方法的正确性。
Generally speaking,a complex slope is composed of different kinds of rocks and the stability is controlled by the rock structure and graduall formation of slope slip surface. Based on these characteristics, in this paper a block theory method is suggested for determination of slope slip surface and analysis of the stability of a large slope engineering by Sarma equilibrium method and other slip surface shape, the results verfied the block theory method.
出处
《工程地质学报》
CSCD
1999年第1期40-45,共6页
Journal of Engineering Geology
