摘要
通过对莲花村4组滑坡的变形特征以及岩性结构分析,判定该滑坡为古滑坡的局部残留体牵引式复活。对滑坡进行了稳定性验算,验算结果表明,在暴雨等不利因素情况下,滑坡变形会继续发展、加剧,滑坡前缘滑动的可能性大。
Through the analysis of the deformation characteristics and lithologic structure of the Lotus Village 4 groups landslide, the landside is determined the resurrection of ancient landside partial residual. The stability of landslide is checked in this paper. The results show that the possibility of landslide deformation continues to develop and intensify and landslide leading edge sliding increases under rainstorm and other adverse factors.
出处
《路基工程》
2017年第6期205-208,共4页
Subgrade Engineering
关键词
滑坡
古滑坡
滑坡机理
稳定性分析
landslide
ancient landslide
mechanism of landslide
stability analysis
