摘要
介绍了某倒虹吸渠道箱涵基坑工程的地质条件,论述了该基坑边坡滑塌的过程,并计算分析了该基坑边坡的稳定性,得出了一些结论,为基坑边坡的治理提供了依据。
This paper introduced the geological conditions of an inverted siphon culvert channel excavation engineering, discussed the process of the foundation pit slope slump, and analyzed and calculated the foundation pit slope stability, draw some conclusions, provided basis for foundation pit slope management.
出处
《山西建筑》
2016年第27期45-46,共2页
Shanxi Architecture
基金
黑龙江省教育厅创新创业项目
关键词
基坑
边坡
稳定性
滑动面
foundation pit, slope, stability, sliding surface