摘要
通过对浙江深圳镇高畈村高岭岗滑坡的工程地质条件、形成滑坡机制以及边坡稳定性分析,得出滑坡形成与水文工程地质、土的渗透性以及地形地貌特征有很大关系,通过稳定性反分析,提出抗剪强度指标,对于类似工程有借鉴意义。
Through the analysis on engineering geological conditions,landslide formation mechanism,slope stability of Zhejiang Shenzhen country Gaoban village Gaolinggang landslide,gained the forming of landslide had big relations to hydrological engineering geological landslide,soil permeability and topographic features,through stability inverse analysis,put forward anti-shear strength index,had reference for similar engineering.
出处
《山西建筑》
2013年第8期47-49,共3页
Shanxi Architecture
关键词
边坡
稳定性
极限平衡
反分析方法
slope
stability
limit equilibrium
inverse analysis method
