摘要
本文采用三维有限单元法 ,对土钉支护的深基坑进行了分析。通过工程实例的计算比较 ,说明有限元法可以分析监控土钉的工作性能。
The paper has used 3D finite element method analysis on soil of deep foundation.With comparing the computed result of project,it is shown that finite element method can analyze and monitoring the work ability of soil nail.
出处
《土工基础》
2002年第3期64-66,共3页
Soil Engineering and Foundation
关键词
深基坑
土钉
支护
三维有限元
deep foundation pit,soil nail bracing,3D finite element method
