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四川某滑坡成因机制分析及稳定性评价研究
引用本文:梁利喜,许强,刘天翔,汤明高,范宣梅. 四川某滑坡成因机制分析及稳定性评价研究[J]. 水土保持研究, 2007, 14(2): 189-190,193
作者姓名:梁利喜  许强  刘天翔  汤明高  范宣梅
作者单位:成都理工大学, 地质灾害防治与地质环境保护国家专业实验室, 成都, 610059
摘    要:所研究滑坡位于四川东部某市境内,滑坡变形分布较为零散,规律性相对较差。鉴于该滑坡紧邻市区,危害严重,对其进行了成因机制的分析及稳定性的评价研究,以期为该滑坡的防治与治理工程提供科学依据。该滑坡为一小型土质顺层古滑坡体,受下覆基岩面的控制和滑坡体西北侧开挖临空面的影响,滑坡发生沿S82°W方向的滑动,同时向临空面产生方向约为N37°W的局部次级滑动。稳定性分析结果表明,在暴雨工况下,该滑坡将沿主滑方向发生失稳。

关 键 词:滑坡  成因机制  稳定性
文章编号:1005-3409(2007)02-0189-02
收稿时间:2006-05-23
修稿时间:2006-05-23

Study on the Formation Mechanism and Stability of a Landslide in Sichuan
LIANG Li-xi,XU Qiang,LIU Tian-xiang,TANG Ming-gao,FAN Xuan-mei. Study on the Formation Mechanism and Stability of a Landslide in Sichuan[J]. Research of Soil and Water Conservation, 2007, 14(2): 189-190,193
Authors:LIANG Li-xi  XU Qiang  LIU Tian-xiang  TANG Ming-gao  FAN Xuan-mei
Affiliation:Chengdu University of Technology, State Specialty Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu 610059, China
Abstract:The Landslide studied is in Bazhong Sichuan. The distribution of deformation is very scattered and ruleless. For this landslide is close to the town, and it may be result in serious hazard, the stability and formation mechanism of this landslide is studied, in order to provide scientific foundation for the engineering of prevention and controlling. For the influence of bedrock surface, the main slide direction of the landslide is S82°W, and at the same time, there are local deformations in the direction of N37°W. The result of analyses of stability shows that the landslide is very dangerous when it is storm.
Keywords:landslide    formation mechanism    stability
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