Numerical simulation of deep foundation pit excavation with double-row piles

CUI Hong-huan; ZHANG Li-qun; ZHAO Guo-jing

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Numerical simulation of deep foundation pit excavation with double-row piles

更新时间：2026-06-25

- Numerical simulation of deep foundation pit excavation with double-row piles
- Vol. 27, Issue 4, (2006)
- 作者机构：
  
  1. 河北建筑工程学院,河北,张家口,075000
  2. 中国矿业大学（北京校区）,北京,100000
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU432
- Online First：05 November 2013，
  
  Published：2006
- 稿件说明：
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CUI Hong-huan, ZHANG Li-qun, ZHAO Guo-jing. Numerical simulation of deep foundation pit excavation with double-row piles[J]. 2006, 27(4).
DOI：

CUI Hong-huan, ZHANG Li-qun, ZHAO Guo-jing. Numerical simulation of deep foundation pit excavation with double-row piles[J]. 2006, 27(4). DOI：

摘要

为了深入研究深基坑开挖中双排桩支护结构的内力和变形以及与土的相互作用机理，运用大型有限元软件ABAQUS模拟某高层建筑深基坑开挖全过程。通过三维有限元的模拟分析，对基坑变形和稳定的影响因素进行了讨论，从而提出了一些控制支护结构变形，保持基坑稳定的方法措施。

Abstract

ABAQUS is adopted to simulate the mechanical behavior and deformation for retaining structure of foundation pit with excavating process. In order to reaveal the deformation and internal force of surport structure

spatial nonlinear finite element analysis is carried out in which the excavation process is considered. Ciritical parameters are discussed in detail. The analytical results show that the investigation of simulation of excavation process is necessary in such complex problem.

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