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水泥粉喷桩复合地基变形数值分析
引用本文:师旭超. 水泥粉喷桩复合地基变形数值分析[J]. 福建建筑, 2008, 0(9): 57-58
作者姓名:师旭超
作者单位:河南工业大学土木建筑学院
基金项目:河南省青年骨干教师资助项目(2004099)
摘    要:本文将水泥粉喷桩复合地基视为双层地基,运用有限元方法对其进行线性分析。主要研究了复合地基变形场,同天然地基进行了比较;通过改变面积置换率和加固层厚度来研究了变形分布的变化规律。

关 键 词:变形  复合地基  水泥粉喷桩

Deformation analysis on cement-soil piles composite foundation
Shi Xuchao. Deformation analysis on cement-soil piles composite foundation[J]. Fujian Architecture & Construction, 2008, 0(9): 57-58
Authors:Shi Xuchao
Affiliation:Shi Xuchao (Henan university of technology, Department of Civil Engineering 450052)
Abstract:With the FEM,numerical analysis have been operated for the composite foundation,which was regarded as two-layer foundation.Deformation field has been studied in this thesis,comparing with that of natural foundation.And the effects of different replacement ratio and pile length on distribution of stress deformation have been analyzed.
Keywords:deformation composite foundation cement-soil pile
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