摘要
酌江水库左岸滑坡体的稳定性是该水库重大工程地质问题之一。本文根据勘察试验资料,对滑坡的成因和形成机制进行了分析。通过稳定性计算模型计算滑坡体稳定性安全系数来判断滑坡体的稳定状态,并提出建议和整治措施。
The left bank landslide＇s stability is one of the most important engineering geological problems for Zhuojiang reservoir. Combined with the results of geotechnical investigation and test, the cause of formation of this landslide is analyzed in the paper. And then, degree of stability is educed after calculating the safety coefficient with a mathematical model. In the end, some suggestions and disposal measures for this landslide are given.
出处
《广州建筑》
2006年第6期33-36,共4页
GUANGZHOU ARCHITECTURE
关键词
滑坡
稳定性
计算模型
处理措施
landslide
stability
calculation model
disposal measure
