摘要
结合耒阳龙塘江头滑坡区地质概况,阐述了该地区滑坡特征及其影响因素,通过对滑坡稳定性系数的计算分析,指出滑坡体在自然状态下处于稳定状态,在地下水渗流或暴雨作用下存在下滑趋势。
Combining with the landslide geological introduction of Leiyang River,this paper elaborated the landslide characteristics and its influ-ence factors,through the calculation and analysis on landslide stability coefficient,pointed out the landslide body in stable state under natural conditions,there was a downward trend in groundwater seepage or heavy rainfall.
出处
《山西建筑》
2015年第34期60-61,共2页
Shanxi Architecture
基金
湖南省自然科学基金(项目编号:14JJ3106)
关键词
滑坡
稳定性
地质构造
岩层
landslide
stability
geological structure
rock stratum
