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考虑桩土效应的双排桩三维数值分析
引用本文:梁秋敏,王志伟,付建军.考虑桩土效应的双排桩三维数值分析[J].嘉应学院学报,2008,26(6):75-79.
作者姓名:梁秋敏  王志伟  付建军
作者单位:1. 广州城建开发工程咨询监理有限公司,广州,510620
2. 暨南大学,力学与土木工程系,广州,510632
3. 中国科学院,武汉岩土力学研究所,武汉,430071
摘    要:在对双排桩现有研究的基础上,综合考虑桩土效应,并实现对双排桩的三雏数值模拟。针对双排桩的几个参数进行了在不同的工况下对双排桩进行的分析。分析结果表明:(1)双排桩支护体系空间效应显著;(2)双排桩相对于单排桩表现出更好的支护性能;(3)排距、桩径对双排桩的性状特点影响较大。

关 键 词:双排桩  非线性大变形  快速拉格朗日元法  FLAC3D

Three-Dimensional Numerical Simulation with Double-row Pile Based on the Effect of Pile-soil Contact
LIANG Qiu-min,WANG Zhi-wei,FU Jian-jun.Three-Dimensional Numerical Simulation with Double-row Pile Based on the Effect of Pile-soil Contact[J].Journal of Jiaying University,2008,26(6):75-79.
Authors:LIANG Qiu-min  WANG Zhi-wei  FU Jian-jun
Institution:HANG Qiu -min, WANG Zhi -wei, FU Jian -jun(1. GCCD Engineering Consulting & Supervision Co. , Ltd,Guangzhou 510620,China 2. College of Science & Technology, Jinan University, Guangzhou 510632, China 3. The Institute of Rock and Soil Mechanics Chinese Academy of Sciences, Wuhan 430071, China)
Abstract:Based on the current research status of the double-row piles,this paper makes three-dimensional numerical simulate come true by considering the pile-soil interaction synthetically.Aimed at several parameters of the double-row piles,this paper makes conclusion by analyzing the double-row piles under different construction condition: 1.double-row-pile has a marked spatial effect.2.double-row-pile has a better performance at foundation pit support than single-row-pile.3.the interval between double-row piles and the diameters of the piles have great effects than the performance of double-row-pile.
Keywords:double-row pile  non-liner deformations  Fast lagrangian Analysis of Continua  FLAC3D
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