三峡库区公木滑坡成因机理研究  

Analysis of formation mechanism of Gongmu landslide in Three Gorges Reservoir

作　　者：冀承蕾 魏云杰[2] 许有俊[1] 冯超[1] 张栋[1] 

机构地区：[1]内蒙古科技大学建筑与土木工程学院,内蒙古包头014010 [2]中国地质环境监测院,北京100081

出　　处：《山西建筑》2016年第15期51-52,共2页Shanxi Architecture

基　　金：国家自然科学基金(项目编号:41172254)

摘　　要：以三峡库区公木滑坡为例,通过现场地质调查和工程地质勘探,介绍了滑坡的工程地质条件和变形特征,并分析了滑坡的形成机制,运用有限元软件Geo-studio计算了滑坡的稳定性系数,得出了一些有助于滑坡治理工作的结论。In this paper,Gonfmu landslide is chosen as a research subject in Three Gorfes Reservoir. Based on the field feolofical survey and enfineerinf feolofical exploration,enfineerinf feolofical condition and deformation characteristics of landslide is introduced,and the formation mechanism of Gonfmu landslide is analyzed. The finite element software Geo-studio is used to calculate the stability coefficient,achieves some conclusion for the landslide treatment.

关 键 词：三峡库区 滑坡 数值模拟 稳定性分析 

分 类 号：P642.22[天文地球—工程地质学]