万州和平广场滑坡区滑坡及堆积体稳定性分析与验算  

Stability analysis and checking for landslides and sediments of Heping Square's slide areas in Wanzhou District

作　　者：朱爱珠[1] 郭耀杰[1] 袁文阳[1] 齐美苗[2] 吕涛[2] 

机构地区：[1]武汉大学土木建筑工程学院,湖北武汉430072 [2]长江水利委员会设计院,湖北武汉430010

出　　处：《武汉大学学报（工学版）》2003年第6期75-79,共5页Engineering Journal of Wuhan University

摘　　要：根据《重庆市万州区和平广场滑坡区滑坡与塌岸防治工程初步设计地质勘察报告》,首先对三峡水库蓄水前和平广场堆积体的整体稳定性作出分析,然后就蓄水以后堆积体的变形、失稳形式作出预测,最后采用传递系数法验算堆积体的整体稳定和局部稳定性,所得计算结果为滑坡的治理与防治工程提供依据.Based on the geological reconnaissance for the primary design of prevention and improvement of Heping Square's landslides in Wanzhou District of Chongqing Municipality, an intensive study on sediments of Heping Square has been made. Firstly, the overall stability prior to the Three Gorges Reservoir storing water is analyzed. Then, the deformation and stability failure forms of the sediments, supposing that the reservoir has stored water, are predicted. Lastly, checking local stability and overall stability are made by applying the method of slices, which provides a foundation for the prevention and improvement of the landslides.

关 键 词：滑坡 稳定分析 验算 

分 类 号：TU43[建筑科学—岩土工程]