摘要
钟家山滑坡位于成都市龙泉驿区,滑体平均长192 m,宽70 m,体积87 360 m3,处于临界蠕滑或失稳状态,对坡前军营及驻军部队构成严重的威胁。本文根据该滑坡的详细勘查资料,阐明了滑坡的发育特征、形成机制、并对滑坡在各种工况条件下的稳定性进行了分析评价,最后提出了滑坡治理的措施建议。
Zhongjiashan landslide is located in Longquanyi, Chengdu city. It is with the length of 192 m, the width of 70 m, and the volume of 87 360 m^3. It is in critical creeping motion. Based on the investigation of the landslide, the paper explains the characteristic and formation mechanics of the geologic body, and evaluates its stability and suggests the treatment methods.
出处
《地质灾害与环境保护》
2005年第3期311-314,共4页
Journal of Geological Hazards and Environment Preservation
关键词
钟家山
滑坡
发育特征
形成机制
稳定性评价
治理方案
Zhongjiashan
landslide
characteristic
formation mechanics
stability analysis
treatment method
