铁道标准设计2017，Vol.61Issue(8)：129-133,5.DOI:10.13238/j.issn.1004-2954.2017.08.027
城市交通隧道深基坑双排桩支护结构的计算研究
On the Calculation of Supporting Structure of Double-row Piles in Deep Pit of Urban Transit Tunnel
王成1
作者信息
- 1. 中国铁建投资集团有限公司,北京 100855
- 折叠
摘要
Abstract
This paper uses the load structure method to calculate double piles with a distribution model and an interaction model and obtain horizontal displacement and bending moment. The analysis of the results of the two models shows that there is little difference in pile horizontal displacement and some in bending moment. The comparison of calculations with measurements illustrates that the interaction model is more reasonable and effective in guiding the calculation of double-row piles.关键词
城市交通/隧道/基坑支护/双排桩/计算/位移和弯矩/模型Key words
Urban traffic/Tunnel/Foundation pit/Double piles/Calculation/Displacement and bending moment/Model分类
交通工程引用本文复制引用
王成..城市交通隧道深基坑双排桩支护结构的计算研究[J].铁道标准设计,2017,61(8):129-133,5.
