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NONLINEAR FINITE ELEMENT ANALYSIS OF DISPLACEMENT OF DEEP MIXING PILED COMPOSITE FOUNDATION

机译:深层搅拌桩复合地基位移的非线性有限元分析

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摘要

In this paper, deep mixing piled composite foundation was analyzed with nonlinear finite element, and the effects of different pile conditions on the displacement of soft soil foundation was studied. It was found that the effect of pile length is the greatest of that all. The calculated results agree well with the measured values.
机译:本文利用非线性有限元分析了深层搅拌桩复合地基,研究了不同桩身条件对软土地基位移的影响。发现桩长的影响最大。计算结果与测量值非常吻合。

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