摘要
文章以某深基坑开挖施工为工程依托,运用Midas/GTS软件数值模拟分析方法对支护前后的基坑边坡的稳定性进行分析,通过对比分析安全系数、潜在滑动带和变形量等关键指标,为边坡支护设计方案提供理论参考。
Based on the excavation of a deep foundation pit, this article analyzed the stability of founda- tion pit slope before and after the support by Midas/GTS software numerical simulation method, and compared and analyzed the safety factor,potential sliding belt,deformation quantity and other key in- dicators,which can provide a theoretical reference for slope support design.
作者
谢绪焊
XlE Xu-han(Guangxi Road and Bridge Engineering Group Co., Ltd., Nanning, Guangxi, 530001)
出处
《西部交通科技》
2017年第7期11-14,18,共5页
Western China Communications Science & Technology
