摘要
赵家院子滑坡是"5.12"地震时期形成新的地质灾害点。文章阐述了滑坡基本特征,分析了其形成机制与演化过程,建立地质结构模型。并用极限平衡法对该滑坡在不同工况下的稳定性进行计算和评价。最后,提出了滑坡治理工程建议参数和加固措施。
Zhaojiayuanzi landslide is a new point of geologic hazard induced by ＂5.12＂ earthquake.The basic characteristics are elaborated,formation mechanism and evolution are analyzed,and geological structural model is established.According to different working conditions,the stability is calculated and evaluated by adopting limit equilibrium method.Finally propositional parameter and strengthening measures of landslide are provided.
出处
《安徽水利水电职业技术学院学报》
2011年第3期11-14,共4页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
赵家院子滑坡
滑坡特征
形成机制
稳定性评价
敏感性分析
Zhaojiayuanzi landslide
landslide characteristics
formation mechanism
stability evaluation
sensibility analysis
