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承台外区土阻力群桩效应及效应系数的有限元分析
引用本文:汤斌,俞晓,王月香.承台外区土阻力群桩效应及效应系数的有限元分析[J].岩土力学,2003(Z2).
作者姓名:汤斌  俞晓  王月香
作者单位:武汉大学土建学院,武汉科技大学城建学院,苏州科技大学土木工程系 湖北武汉430072,武汉科技大学城建学院,湖北武汉430070,湖北武汉430070,苏州215000
摘    要:利用三维弹塑性有限元方法,对复合桩基承台外区土阻力群桩效应及其效应系数进行了研究,讨论了土类、桩长、桩距、桩数等对承台外区土阻力群桩效应及其群桩效应系数的影响,结果表明(1)承台外区土阻力随承台宽与桩长之比 (B/L)的增大而增大,但增幅不大;随桩距S增大而增大;受桩数n的影响不大。(2)承台外区群桩效应系数随B/L增大几乎无变化;随S增大而增大;不随n变化而变化。(3)承台外区群桩效应系数与土类有关。

关 键 词:复合桩基  承台外区  群桩效应  土阻力群桩效应系数

FEM analyses on effects of earth-resistence pile group in pile-cap outskirt and effect coefficient
TANG Bin,YU Xiao,WANG yue-xiang.FEM analyses on effects of earth-resistence pile group in pile-cap outskirt and effect coefficient[J].Rock and Soil Mechanics,2003(Z2).
Authors:TANG Bin    YU Xiao  WANG yue-xiang
Institution:TANG Bin1,2,YU Xiao2,WANG yue-xiang3
Abstract:This paper was focused on the pile group effect and its effect coefficient of soil resistance by using the three-dimensional finite element method. Some influencing factors, such as the soil type, pile size, pile distance and pile density etc., were introduced and their effects on the pile group effect and its effect coefficient of soil resistance , were deeply discussed respectively. The results indicate that: (1) the soil resistance of the pile-cap outskirt shows an tendency of increasing with the proportion of the pile-cap outskirt width (B) to the pile length (L), and the pile distance (S), while no variation with pile density (n); (2) the pile groups effect and its effect coefficient keep no variations with the B/L and n, while increase with S; (3) the pile groups effect and its efficiency are associated with the soil type.
Keywords:composite pile foundation  the pile-cap outskirt  the pile group?effect  the pile group?effect coefficient of the soil resistance
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