%0 Journal Article
%T ANALYTICAL CALCULATION ON STABILITY OF SLOPE WITH PLANAR FAILURE SURFACE<br>平面滑动边坡稳定性的解析计算
%A Jiang Binsong
%A Cai Meifeng
%A Du Hao
%A <br>蒋斌松
%A 蔡美峰 都 浩
%J 岩石力学与工程学报
%D 2004
%I 
%X The most critical slip surface and the minimum safety factor of slope are obtained by taking minimization value of a function. Planar failure surface whose shape is broken line or bench,tensile crack,water pressure and earthquake effects are considered. Limiting equilibrium principle is the basis of analytical calculation in this paper.
%K engineering geology
%K slople stability
%K planar failure surface
%K safety factor
%K analytical method<br>工程地质
%K 边坡
%K 稳定性
%K 平面滑动
%K 安全系数
%K 解析方法
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=0E5921FB4315D0A8&yid=D0E58B75BFD8E51C&vid=EA389574707BDED3&iid=CA4FD0336C81A37A&sid=C753EB8AC8F551B9&eid=BB0EA31DB1B01173&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=7&reference_num=11