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双排桩支护结构土压力的数值模拟
引用本文:牛双建,杨大方,马欢.双排桩支护结构土压力的数值模拟[J].黑龙江科技学院学报,2008,18(3):180-184.
作者姓名:牛双建  杨大方  马欢
作者单位:1. 中国矿业大学,建筑工程学院,江苏徐州,221008
2. 河南理工大学,土木工程学院,河南焦作,454003
摘    要:为了更准确的设计双排桩支护结构,结合FLAC3D软件,运用数值模拟方法研究了双排桩土压力的分布.研究表明:前、后排桩桩前被动土压力分别呈S形和线性分布,其值接近静止土压力,后排桩桩前土压力在基坑开挖面以上小于静止土压力,以下大于静止土压力;前、后排桩桩后土压力较接近静止土压力,基坑开挖面以上小于静止土压力,以下大于或存在大于静止土压力的部分;各种排距下桩间土对前后排桩桩侧土的压力大致相等.

关 键 词:双排桩  有限差分  土压力  数值模拟
文章编号:1671-0118(2008)03-0180-05
修稿时间:2008年3月3日

Numerical simulation on soil pressure of double-row pile retaining structures
NIU Shuangjian,YANG Dafang,MA Huan.Numerical simulation on soil pressure of double-row pile retaining structures[J].Journal of Heilongjiang Institute of Science and Technology,2008,18(3):180-184.
Authors:NIU Shuangjian  YANG Dafang  MA Huan
Institution:NIU Shuangjian1,YANG Dafang2,MA Huan1(1.School of Architecture & Civil Engineering,China University of Mining , Technology,Xuzhou 221008,China,2.School of Civil Engineering,Henan Polytechnic University,Jiaozuo 454003,China)
Abstract:Aimed at a more accurate design of the double-row pile structure,this paper,combined with software FLAC3D,discusses the study on soil pressure distribution of the double-row pile depending on numerical simulation methods.The study indicates that the soil pressure before front and rear row pile was roughly S-shaped distribution and linear distribution,with its value close to the static soil pressure;the soil pressure before rear row pile above the excavated foundation ditch was less than the static soil pres...
Keywords:double-row pile  finite difference  soil pressure  numerical simulation  
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