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.
出处
《水土保持研究》
CSCD
北大核心
2006年第2期84-86,97,共4页
Research of Soil and Water Conservation
关键词
三峡库区
成因机制
稳定性
工程治理
滑坡
Three Gorges Reservoir area
the cause of formation
stability
project management
landslide
