摘要
以某高层建筑基坑支护工程为例,利用有限元数值仿真,对比分析了开挖和回填这2种施工方案下钢板桩墙的土压力和水平位移。探讨了这2种施工方案对该工程的适用性,以期为实际工程情况下选择合理的施工方案提供参考。
Taking the foundation pit support engineering of a high-rise building as an example and using the finite element numerical simulation,this paper compares and analyzes the soil pressure and horizontal displacement of the steel sheet pile wall under the two construction schemes of excavation and backfill,and probes into the applicability of the two construction schemes to the engineering,so as to provide a reference for selecting a reasonable construction scheme under the actual engineering situation.
作者
黄小芳
曾国良
HUANG Xiaofang;ZENG Guoliang(Shenzhen Tianjian Engineering Technology Co.,Ltd.,Shenzhen,Guangdong 518000,China;Hunan Lianzhi Technology Co.,Ltd.,Changsha,Hunan 410019,China)
出处
《建筑施工》
2021年第7期1389-1392,共4页
Building Construction
关键词
钢板桩墙
基坑支护
有限元计算
土压力
位移
steel sheet pile wall
foundation pit support
finite element calculation
soil pressure
displacement