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Numerical evaluation of pile group effect of a composite group

机译:复合群桩群效应的数值评估

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Pile group effects of a composite pile group that consists of a group of subgroups are investigated based on a series of static pushover analysis with the help of the nonlinear three-dimensional finite element method (FEM). The numerical result suggests that there is an interaction between subgroups as well as an interaction within each subgroup; the former interaction effect is very similar to the latter if the distance between subgroups is normalized with respect to an equivalent pile diameter of each subgroup. A simplified method to estimate pile group effects of a composite pile group is then proposed in which the interaction effects within and between the subgroups are both accounted for using the same P-multiplier approach commonly employed for a pile group. The P-multipliers estimated by the proposed method show a fairly good agreement with those estimated from the FEM analyses. (C) 2018 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
机译:借助非线性三维有限元方法(FEM),基于一系列静态推覆分析,研究了由一组子组组成的复合桩组的桩组效应。数值结果表明,子组之间以及每个子组内都存在相互作用。如果子组之间的距离相对于每个子组的等效桩直径进行了归一化,则前者的相互作用效果与后者非常相似。然后提出了一种简化的方法来估计复合桩组的桩组效果,其中使用相同的P乘数方法对子组内部和子组之间的相互作用进行考虑。通过提出的方法估计的P乘数与从FEM分析估计的乘数显示出相当好的一致性。 (C)2018年由Elsevier B.V.代表日本岩土工程学会制作和托管。

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