| 关于实体桩复合地基受力机理及计算方法的研究 |
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| 引用本文： | 任宝珍,李德江.关于实体桩复合地基受力机理及计算方法的研究[J].勘察科学技术,2005(3):7-10. |
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| 作者姓名： | 任宝珍 李德江 |
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| 作者单位： | 秦皇岛冶金设计研究总院,河北·秦皇岛,066001 |
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| 摘 要： | 该文通过对实体桩复合地基静力载荷试验、桩及桩间土的静力载荷试验资料分析,依据复合地基在受力过程中,垫层及桩与桩间土变形(沉降)相等这一条件,解析出桩、桩间土的承载力以及垫层与桩的变形。提出弹性抗力系数计算方法这一思路。
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| 关 键 词： | 实体桩 复合地基 承载力 变形 弹性抗力系数 |
| 修稿时间： | 2004年11月27 |
Study on Loading Mechanism and Calculated Method for Solid Pile Composite Foundation |
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| Ren Baozhen,Li Dejiang.Study on Loading Mechanism and Calculated Method for Solid Pile Composite Foundation[J].Site Investigation Science and Technology,2005(3):7-10. |
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| Authors: | Ren Baozhen Li Dejiang |
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| Abstract: | Through the analysis of static load tests at solid pile composite foundation and on pile and soil between piles according to a condition of deformation(or settlement) equality for cushion layer,pile and soil between piles in forced course of composite foundation,the bearing capacity of pile and soil between piles and the deformation of pad layer and pile are resolved in the paper. And also the calculating method of elastic resistance coefficient is put forward. |
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| Keywords: | solid pile composite foundation bearing capacity deformation elastic resistance coefficient |
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