三峡库区典型滑坡的稳定分析及预测研究  

The stability analysis and prediction research on typical landslide in Three Gorges reservoir area

作　　者：吴勇[1] 曹雾[1] 彭晓涛 

机构地区：[1]三峡大学土木与建筑学院,湖北宜昌443000 [2]东北岩土工程勘察总公司,辽宁鞍山114000

出　　处：《山西建筑》2014年第27期70-72,共3页Shanxi Architecture

摘　　要：以三峡库区某典型滑坡为例,介绍了滑坡基本特征,结合Morgenstern-Prince法对滑坡进行了稳定性计算,分别计算出各个监测点水平位移17种预测模型的5年预测数据,分析了预测数据变化趋势和滑坡变形趋势。Taking a typical landslide in Three Gorges reservoir area as an example,this paper introduced the basic characteristics of landslide, combining with Morgenstern-Prince method made stability calculation to landslide,respectively calculated 5 years forecast data of 17 kinds of forecasting model of each monitoring point horizontal displacement,analyzed the prediction data change trend and landslide deformation trend.

关 键 词：滑坡 稳定分析 预测 

分 类 号：TU413.62[建筑科学—岩土工程]