| 桩基础承载转化为复合地基承载的设计与工程实践 |
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| 引用本文： | 刘佑祥,马郧.桩基础承载转化为复合地基承载的设计与工程实践[J].岩土力学,2003(Z2). |
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| 作者姓名： | 刘佑祥 马郧 |
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| 作者单位： | 中南勘察设计院 湖北武汉430071
(刘佑祥)，中南勘察设计院 湖北武汉430071(马郧) |
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| 摘 要： | 提出了当常规桩基础中单桩承载力达不到设计要求时采用的一种有效的设计方法,并通过工程实例予以设计计算,实践证明,其具有更好的技术效果和经济效益。
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| 关 键 词： | 桩基础承载转化 复合地基 技术经济效益 |
Design and engineering application of bearing transformation from into composite foundation capacity |
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| LIU You-xiang,MA Yun.Design and engineering application of bearing transformation from into composite foundation capacity[J].Rock and Soil Mechanics,2003(Z2). |
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| Authors: | LIU You-xiang MA Yun |
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| Institution: | LIU You-xiang1,MA Yun1,2 |
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| Abstract: | A feasible design method of subgrade is given in the paper. When common single pile foundation bearing capacity is lower than design bearing capacity ,an engineering example is designed and calculated according to this method. The application results prove that the technical effect and the economic benefit is good. |
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| Keywords: | pile foundation bearing capacity transform composite foundation technical effect and economic benefit |
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