| 复合地基理论与其工程应用 |
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| 引用本文： | 王国体,方诗圣,潘恒芳.复合地基理论与其工程应用[J].合肥工业大学学报(自然科学版),2000,23(6):1009-1013. |
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| 作者姓名： | 王国体 方诗圣 潘恒芳 |
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| 作者单位： | 合肥工业大学土木建筑工程学院,安徽合肥 230009 |
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| 摘 要： | 对软弱地基处理所应用的复合地基理论,结合工程应用进行了相关公式的推导,给出了复合地基承载力计算的修正公式,同时为保证地基的稳定性,对加固体设计提出了设计校核要求,给出了加固体强度校核计算和桩长的基本要求公式.文章所给出的公式可供设计计算、检测环节参考和引用.
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| 关 键 词： | 复合地基 受力平衡 变形协调 地基承载力 |
| 文章编号： | 1003-5060(2000)06-1009-05 |
| 修稿时间： | 2000年3月10日 |
Composite foundation theory and application in engineering |
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| WANG Guo ti,FANG Shi sheng,PAN Heng fang.Composite foundation theory and application in engineering[J].Journal of Hefei University of Technology(Natural Science),2000,23(6):1009-1013. |
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| Authors: | WANG Guo ti FANG Shi sheng PAN Heng fang |
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| Abstract: | Some formulae in composite foundation theory are presented based on engineering practice of ground improvement, including the amendatory formula of bearing capacity of composite foundation. The rectification designs of consolidation body in strength and its basic length are given for ensuring the safety of the soft soil foundation.The present formulae can be used in designing of soft soil treatment, testing the effect of ground stabilization and determining the bearing capacity of foundation. |
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| Keywords: | composite foundation equilibrium deformation uniformity bearing capacity of foundation |
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