摘要
具有软弱夹层的岩体边坡稳定性分析，是水利水电工程设计和施工中经常遇到的重要问题．在我国软弱夹层引起岩体边坡失稳的情况较多，已造成巨大的损失．从岩体边坡整体滑动的几种型式出发，述及了以往稳定分析方法与安全系数的选取，以及稳定安全系数大小与边坡失稳的关系，从而根据我国抗剪强度参数的取值原则与设计经验，建议了设计应该遵循的稳定安全系数．
Analysis of stability of rook slope with soft interlayers is an important problem in designand construction of water conservancy and water power projects. Slope failure caused of soft interlay-ers have occured many times in China and leaded to a great deal of losses. This paper, beginning withbrief description of monolithic rock slide patterns, briefs recent methods of slope stability analysis, se-lection of safety factor, and relationship between value of safety factor and slope failure. According toprinciple of selecting shear strength parameter and design experiences, the value of stability safety fac-tor that should be observed in design are proposed.
出处
《水利水电技术》
CSCD
北大核心
1995年第3期27-31,共5页
Water Resources and Hydropower Engineering
