节点文献
基坑单独开挖的数值分析
Numerical analysis of excavation of foundation pit alone
【摘要】 通过对宁波地区利时金融基坑深基坑支护结构的有限元分析,对基坑单独开挖下支护结构的位移和内力进行了介绍,并探讨了基坑围护结构和土体变化情况,为以后的工程实践提供理论依据。
【Abstract】 Through the Ningbo region,when the financial foundation pit supporting structure of deep foundation pit of finite element analysis of foundation pit excavation,separate the displacement and internal force of retaining structure of foundation pit support,so as to maintain the structure and soil changes,and provide a theoretical basis for the future engineering practice.
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2013年18期
- 【分类号】TU470
- 【下载频次】12