摘要
介绍了三峡库区三种塌岸位置分布情形,并运用岸坡结构法预测了滑坡塌岸范围,最后通过Slope/w软件,计算分析了三个典型滑坡塌岸前、后的稳定性,定量评价了三种典型塌岸位置分布对滑坡稳定性的影响。
According to the distribution of the three bank collapse position,predict the scale of bank collapse by using bank structure method.Then,the Slope / w module of Geo-Studio numerical simulation method is used to calculate the stability of the typical landslide to quantitatively evaluate the impact of bank collapse on landslide stability.
出处
《山西建筑》
2017年第3期44-46,共3页
Shanxi Architecture
关键词
三峡水库
塌岸
滑坡
稳定性
Three Gorges Reservoir
bank collapse
landslide
stability
