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深基坑开挖中双排桩支护的的三维有限元模拟
引用本文:崔宏环,张立群,赵国景.深基坑开挖中双排桩支护的的三维有限元模拟[J].岩土力学,2006,27(4):662-666.
作者姓名:崔宏环  张立群  赵国景
作者单位: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
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。

关 键 词:支护结构  深基坑  三维有限元  影响因素
文章编号:1000-7598-(2006)04-0662-05
收稿时间:2004-12-28
修稿时间:2004-12-282005-04-28

Numerical simulation of deep foundation pit excavation with double-row piles
CUI Hong-huan,ZHANG Li-qun,ZHAO Guo-jing.Numerical simulation of deep foundation pit excavation with double-row piles[J].Rock and Soil Mechanics,2006,27(4):662-666.
Authors:CUI Hong-huan  ZHANG Li-qun  ZHAO Guo-jing
Institution:1. Hebei Institute of Civil Engineering, Zhangjiakou 075000, China; 2. China University of Mining& Technology, Beijing 100000, China
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 carded 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.
Keywords:retaining structure  deep foundation pit  three-dementional finite element  influential factor
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