摘要
对天宝山已发生的滑坡采取土样进行土力学试验,得到土样相应数据,通过结合Geo-slope软件中的Slope/W极限平衡法和条分法,计算分析了正常情况下和降雨量饱和水压力线情况下滑坡的安全状况,结果显示该滑坡稳定系数处于安全的范围内。
Landslide has occurred Tianbao mountain soil samples taken in soil mechanics tests,the corresponding data obtained soil samples,using Geo-slope,software module Slope / W in the limit equilibrium method and slices method of slope calculation,from under normal circumstances and rainfall saturated the safety factor in case of water pressure line security situation analysis landslide,results show that the landslide stability factor in security in the range.
出处
《山西建筑》
2016年第10期76-78,共3页
Shanxi Architecture
关键词
山体滑坡
极限平衡法
土力学
条分法
landslide
limit equilibrium method
soil mechanics
slices method
