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考虑加筋与遮帘效应的层状地基群桩沉降计算

林智勇 戴自航

工程地质学报Issue(1):178-185,8.
工程地质学报Issue(1):178-185,8.DOI:10.13544/j.cnki.jeg.2015.01.025

考虑加筋与遮帘效应的层状地基群桩沉降计算

SETTLEMENT CALCULATION OF PILE GROUPS IN LAYERED SOIL WITH CONSIDERATION OF REINFORCING AND RESTRAINING EFFECT

林智勇 1戴自航2

作者信息

  • 1. 福州大学岩土工程研究所 福州 350108
  • 2. 福建工程学院土木工程学院 福州 350108
  • 折叠

摘要

Abstract

The reinforcing and restraining effect of piles embedded in soils is objective.However,this effect is not or has not been effectively considered in the present theory.The relevant research work needs to be continued. Based on the shear displacement method,the reinforcing and restraining effect is taken into account in the calculation of the pile group settlements in this paper.The reduction effect caused by the existence of the other adjacent piles and the equivalent stiffness coefficients of soil around each pile are developed.Then on the basis of the shear deformation transfer method,vertical displacement equation caused by load acting on top of the analyzing pile is built.So recurrence relations of settlement and axial force between pile head and pile tip are respectively deduced.Thus a flexibility coefficient of the displacement at the pile top induced by its load is obtained. Meanwhile,the flexibility coefficients for the piles due to the loads of adjacent piles are also gained.Lastly,a flexibility coefficient matrix equation is built to calculate settlement of pile groups with high or low pile caps.On the process of the deducing,the multilayer of soils and the interaction of settlements between piles bases are taken into consideration.A new relationship between pile-end resistance and pile-end settlement is proposed using Mindlin displacement solution.Comparisons of the settlement calculation for two pile cases are given to demonstrate the effectiveness and accuracy of the proposed method.The calculating interaction coefficients are much less than the elastic theory methods.

关键词

加筋与遮帘效应/群桩沉降/层状地基/等效刚度/柔度系数矩阵

Key words

Reinforcing and restraining effect/Piles group settlement/Layered soil/Equivalent stiffness/Flexibility coefficient matrix

分类

建筑与水利

引用本文复制引用

林智勇,戴自航..考虑加筋与遮帘效应的层状地基群桩沉降计算[J].工程地质学报,2015,(1):178-185,8.

基金项目

福建省自然科学基金资助项目(2011J01308)资助. ()

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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