顺层滑移型边坡安全系数取值探讨  

On exploration for identification of safety coefficients of bedding-slip slopes

作　　者：曾中林[1,2] 刘贵应[2] 

机构地区：[1]中南大学土木建筑学院,湖南长沙410075 [2]中铁二院重庆勘察设计研究院有限责任公司,重庆400023

出　　处：《山西建筑》2013年第3期57-58,共2页Shanxi Architecture

摘　　要：通过对安全系数公式的推导,分析了滑面倾角、滑面力学参数误差对边坡安全系数取值的影响,并结合工程实例进行了探讨与论证,得出的结论可供地质勘察、设计和施工参考。According to the deduction of the safety coefficient formula,analyzes the influence of the inclination angle of slip surface and dynamic parameter errors of slip surface on the identification for the safety coefficient of slopes,undertakes the exploration and indication by combining with the engineering examples,and achieves some conclusion for the geological survey,the design and the construction.

关 键 词：顺层 边坡 安全系数 

分 类 号：TU413.62[建筑科学—岩土工程]