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双排桩基坑支护结构受力的Plaxis有限元分析
引用本文:罗漪,王建鸿,王全凤,徐玉野. 双排桩基坑支护结构受力的Plaxis有限元分析[J]. 工程建设与设计, 2009, 0(11): 93-96
作者姓名:罗漪  王建鸿  王全凤  徐玉野
作者单位:1. 华侨大学,土木工程学院,福建,泉州,362021
2. 厦门市住宅集团厦门经济特区工程建设公司,福建,厦门,361003
摘    要:运用有限软件Plaxis对双排桩基坑支护结构体系进行研究,分析前后排距、前后排桩桩间土刚度、双排桩嵌入硬土层的深度等因素对支护结构的受力影响,为双排桩的基坑支护设计的优化提供理论依据。

关 键 词:基坑支护  双排桩  排距  嵌固深度  有限元分析

FEM Analysis of Pit retaining System with Double-Row Piles on Deep Excavation Using Plaxis
LUO Yi,WANG Jian-hong,WANG Quan-feng,XU Yu-ye. FEM Analysis of Pit retaining System with Double-Row Piles on Deep Excavation Using Plaxis[J]. Construction & Design for Project, 2009, 0(11): 93-96
Authors:LUO Yi  WANG Jian-hong  WANG Quan-feng  XU Yu-ye
Affiliation:LUOYi, WANG Jian-hong, WANG Quan-feng , XUYu-e (1.College of Civil Engineering, Huaqiao University, Quanzhou 362021, China;2.Special Economic Zone Project Construction Company, Xiamen Housing Group, Xiamen 361003,China)
Abstract:Considering distance between front and back row piles, rigidityproperties of soil between row piles and piles depth emded in hard soil for the double-row pile's, FEM analysis of pit retaining system on deep excavation using Plaxis was done, providing theoretical basis for optimize design.
Keywords:pit retaining system  double-row piles  distance between two rows  embedded depth  finite element analysis
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