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Nonlinear Analysis Of Interaction Of Superstructure-pile-raft-soil System In Layered Soilpart Ii: Characteristics Of Reaction Force On Pile Head And Displacement Of Raft

机译:层状土层中上部结构-桩-筏-土壤系统相互作用的非线性分析:桩头反作用力特性和筏板位移

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摘要

Using the nonlinear analysis method and program of the interaction of superstructure-pile-raft-soil system in layered soil in the state of the previous literature, the reaction force on the pile head and the displacement characteristics of raft of the piled-raft foundation are analysed when the thickness of the raft, the spacing of the piles, the length and the diameter of the pile are changed. Some quantitative data and qualitative conclusions are obtained in this paper.
机译:采用非线性分析方法和层状地基中上部结构-桩-筏-土壤体系相互作用的程序,得到了桩筏基础上桩头的反作用力和筏体的位移特性。分析了当木筏的厚度,桩的间距,桩的长度和直径发生变化时的情况。本文获得了一些定量数据和定性结论。

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