路基工程Issue(4)：46-50,5.
擎天峰危岩体稳定性研究
Study on Stability of Dangerous Rock Mass at Qingtian Peak
李作兵 1粟兰 1吴文博1
作者信息
- 1. 巾节能建设工程设计院有限公司,成都610510
- 折叠
摘要
Abstract
＂5.12＂ Wenchuan 8.0 Earthquake induced a large quanuty ol la , r geological disasters which not only directly caused local personal casualty and property loss, but also developed instable deformable body （dangerous rock mass） endangering the resettlement area, public infrastructure and industrial enterprises. Combined with the engineering geological profile in the area studied, the formation mechanism and failure mode of the dangerous rock mass at Qingtian Peak are studied and its stability analysis is conducted by numerical simulation.关键词
地质灾害/危岩体/形成机制/破坏模式/软弱基座/稳定性分析Key words
geological disaster/dangerous rock mass/formation mechanism/failure mode/soft base/stability analysis分类
建筑与水利引用本文复制引用
李作兵,粟兰,吴文博..擎天峰危岩体稳定性研究[J].路基工程,2012,(4):46-50,5.
