摘要
广西南宁市柳沙半岛滑坡属于中型高速推移式土体滑坡,因堆积大量建筑弃土而造成地质条件恶化,产生滑坡现象。通过稳定性计算:现滑坡体基本处于稳定状态,一旦遇到暴雨将会有继续滑动的趋势。为此,提出了相应的应急处理措施。
The landslide seen at the Liusha peninsula in Nanning city of Guangxi is classified as mid-scale, high speed, bed load soil landslide caused by great construction spoil deteriorating the geological conditions. The results of stability calculation demonstrate that the landslide mass is basically stable at present, but has further sliding tendency in case of storm rainfall. Corresponding treatment measures are put forward for emergency.
出处
《广西水利水电》
2007年第5期11-14,共4页
Guangxi Water Resources & Hydropower Engineering
关键词
滑坡
成因
稳定性分析
处理措施
Landslide
cause
stability analysis
treatment measure
