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复合地基桩间土承载力折减系数的分析与取值
引用本文:叶洪东.复合地基桩间土承载力折减系数的分析与取值[J].岩土力学,2004,25(4):663-665.
作者姓名:叶洪东
作者单位:河北建筑科技学院 资源系,河北 邯郸 056038
摘    要:在多项工程的单桩和复合地基静载荷试验对比资料基础上,经过理论分析计算,针对不同地基土质条件,提出邯郸市区粉喷桩复合地基桩间土承载力折减系数的取值标准,可为复合地基设计提供参考。

关 键 词:粉喷桩  复合地基  载荷试验  承载力  折减系数  
文章编号:1000-7598-(2004)04-0663-04
收稿时间:2003-07-07

Analysis and find a result about efficiency factor of bearing capacity of soil around piles in composite foundation
YE Hong-dong.Analysis and find a result about efficiency factor of bearing capacity of soil around piles in composite foundation[J].Rock and Soil Mechanics,2004,25(4):663-665.
Authors:YE Hong-dong
Institution:Hebei Institute of Architectural Science & Technology, Handan 056038, China
Abstract:On the basis of static loading test of pile and composite ground for different soil conditions, a method for determining the efficiency factor of the soil bearing capacity among piles in Handan city is presended by analysing and calculating.The results can be used for the design of composite ground.
Keywords:powder-spray pile  composite ground  loading test  bearing capacity  reduction factor
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