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粉喷桩单桩复合地基承载及变形特性的数值分析
引用本文:雷学文,谭峰屹.粉喷桩单桩复合地基承载及变形特性的数值分析[J].土工基础,2003,17(4):50-52.
作者姓名:雷学文  谭峰屹
作者单位:武汉科技大学城市建设学院,湖北,武汉,430070
摘    要:采用有限元法对粉喷桩单桩复合地基进行数值试验。对在整个加荷过程中单桩荷载传递特性、变形特性和该复合地基桩土应力比的变化规律进行了分析,同时分析了桩体及褥垫层的变形模量对桩土应力比和桩土变形特性的影响。

关 键 词:粉喷桩  复合地基  承载特性  有限元
文章编号:1004-3152(2003)04-0050-03
修稿时间:2003年7月11日

Numerical Analysis of the Bearing and Settlement Performances of DJM Pile Composite Foundation
LEI Xue-wen,TAN Feng-yi.Numerical Analysis of the Bearing and Settlement Performances of DJM Pile Composite Foundation[J].Soie Engineering and Foundation,2003,17(4):50-52.
Authors:LEI Xue-wen  TAN Feng-yi
Abstract:The numerical evaluation experiments on the single dry-cement Jet mixing pile composite foundation is made by means of the finite element method (FEM). The loading transfer and settlement of the single pile in the composite foundation and the variations of stress ratio and settlement of pile-soil are analyzed during loading process,and the influences of the modules of pile and cushion layer on the stress ratio and settlement of pile-soil are analyzed.
Keywords:DJM pile  composite foundation  bearing performance  finite element
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