摘要
以某工程基坑设计为依托,通过FLAC-3D和国内的理正土钉支护设计软件对基坑土钉墙支护进行了数值模拟,分析了基坑开挖和土钉支护下的位移情况和应力情况。
Taking the engineering foundation design as the background, the paper carries out numerical simulation of foundation soil-nailing wall support through FLAC-3D and domestic Lizheng soil-nailing support design software, and analyzes displacement conditions and stress conditions under conditions of foundation excavation and soil-nailing support.
出处
《山西建筑》
2015年第21期40-41,共2页
Shanxi Architecture
关键词
基坑
土钉墙支护
数值模拟
位移
foundation pit, soil-nailing wall support, numerical simulation, displacement
