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多桩型复合地基承载力计算方法研究
引用本文:朱常志,王士杰,周瑞林,贾向英.多桩型复合地基承载力计算方法研究[J].工程勘察,2006(10).
作者姓名:朱常志  王士杰  周瑞林  贾向英
作者单位:河北农业大学,河北农业大学,河北农业大学,河北农业大学 河北保定071001,河北保定071001,中国矿业大学(北京)岩土工程研究所,北京100083,河北保定071001,河北保定071001
基金项目:河北省建设厅科研项目基金资助(2005-134)
摘    要:在对已有多桩型复合地基承载力计算方法进行充分研究的基础上,考虑多桩型复合地基受荷荷后的实际工作性状和施工方法对桩间土承载力的综合影响,引入主控桩、辅桩和桩间土承载力发挥系数及桩间土承载力提高系数,提出了多桩型复合地基承载力分步计算新方法。实例验证表明,复合地基承载力计算值与载荷试验实测值基本吻合。

关 键 词:多桩型复合地基  承载力  计算方法

On the Calculating Method for Bearing Capacity of Multi-pile Composite Foundation
Zhu Changzhi et al..On the Calculating Method for Bearing Capacity of Multi-pile Composite Foundation[J].Geotechnical Investigation & Surveying,2006(10).
Authors:Zhu Changzhi
Affiliation:Zhu Changzhi et al.
Abstract:Based on the study of the existing calculation methods for the bearing capacity of multi-pile composite foundation,the working behavior of loaded multi-pile composite foundation and the general influence of different construction methods to the bearing capacity of the soil are considered.The coefficient of the bearing capacity exertion of master piles,the coefficient of the bearing capacity exertion of minor piles,the coefficient of the bearing capacity exertion of the soil between piles and the coefficient of the bearing capacity improvement of the soil are introduced.The new step-by-step calculation method for the bearing capacity of multi-pile composite foundation is put forward.The case shows that the computed results are accorded with the experimental date from loading tests.
Keywords:multi-pile composite foundation  bearing capacity  calculation method
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