三峡库区某滑坡稳定性分析及工程治理  

Stability Analysis and Project Management of Landslide in Three Gorges Reservoir Area

作　　者：王兴平[1] 刘天翔[1] 许强[1] 刘鹏[1] 范雪梅[1] 

机构地区：[1]成都理工大学环境与土木工程学院,成都610059

出　　处：《水土保持研究》2006年第2期84-86,97,共4页Research of Soil and Water Conservation

摘　　要：在研究了三峡库区某滑坡的工程地质条件及滑坡体特征的基础上,分析了该滑坡成因机制和失稳因素。考虑到未来三峡蓄水位的变化,结合不同工况对该滑坡进行了稳定性计算,针对计算结果,提出并设计了采用抗滑桩支挡与监测工程相结合的综合工程治理方案。Based on the study of engineering geology condition and basic properties of landslide in the Three Gorges Reservoir area,the eause of formation and the faetor inducing the slope failure were analyzed. Considering the change of water in the Three Gorges,the results of the stability of landslide under the different conditions were calculated,aiming at the results,the project management of landslide was designed.

关 键 词：三峡库区 成因机制 稳定性 工程治理 滑坡 

分 类 号：P642.22[天文地球—工程地质学]