摘要
对某滨海软土深大基坑工程,应用有限差分数值计算程序,分别进行了灌注桩支护以及采用灌注桩与双排锚索进行组合支护的受力与变形效果分析,优化了桩锚组合支护参数,工程实践表明,取得了较好的技术经济效果。
The paper adopts the finite differential numerical calculation program in some soft soil deep and large foundation pit project on the beach, analyzes the stress and deformation effect of the grouting pile support and adoption of the grouting pile and the double-row anchor cable in combined support, optimizes the pile and anchor combined support parameters, and concludes the better technical and economic effect can be achieved from project practice.
出处
《山西建筑》
2010年第28期84-85,共2页
Shanxi Architecture
关键词
基坑工程
数值模拟
组合支护
有限差分
优化分析
foundation pit project, numerical simulation, combined support, finite differential, optimized analysis
