摘要
通过对古滑坡物质组成、地质条件、诱发因素等分析,从定性角度探讨了滑坡形成机制,并采用传递系数法隐式解作出滑坡稳定性定量评价。结果表明:H2,H3,H4,H5,H6滑坡在自重+暴雨或连续降雨工况下是不稳定的。
Through the analysis of the composition,geological conditions and inducing factors of ancient landslide,the mechanism of landslide formation is discussed from the qualitative point,and made quantitative evaluation of landslide stability using implicit solution of transfering coefficient method.The results show that the landslide of H2,H3,H4,H5,H6 is unstable under the condition of heavy load,heavy rain or continuous rainfall.
作者
刘宁宁
Liu Ningning(Investigation and Design Institute Co.,Ltd.of Shanxi Province,Taiyuan 030013,China)
出处
《山西建筑》
2021年第17期60-62,共3页
Shanxi Architecture
关键词
滑坡
铝质泥岩
抗剪强度
剩余下滑力
稳定性
landslide
aluminum mudstone
the shear strength
residual glide force
stability
