| 复合载体夯扩桩承载力研究分析 |
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| 引用本文： | 王虎妹.复合载体夯扩桩承载力研究分析[J].天津职业院校联合学报,2013,15(2):21-26. |
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| 作者姓名： | 王虎妹 |
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| 作者单位： | 天津铁道职业技术学院,天津,300240 |
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| 摘 要： | 复合载体夯扩桩是一种地基处理的新工法，具有承载力高、变形小的特点。文章结合工程实际，介绍了该桩的施工工艺、承载特点及检测效果。实践证明，复合载体夯扩桩可大幅度提高桩基承载能力和减少地基沉降，具有明显的经济效益和广泛的应用前景，是一项值得大力推广的技术。
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| 关 键 词： | 复合栽体夯扩桩 复合地基 承载力 沉降 贯入度 |
Research and Analysis of Bearing Capacity of Ram-Compaction Piles with Composite Bearing Base |
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| WANG Hu-mei.Research and Analysis of Bearing Capacity of Ram-Compaction Piles with Composite Bearing Base[J].Journal of Tianjin Vocational Institutes,2013,15(2):21-26. |
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| Authors: | WANG Hu-mei |
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| Institution: | WANG Hu-mei(Tianjin Railway Technology and Vocational College,Tianjin,China 300240) |
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| Abstract: | The application of ram - compaction piles with composite bearing base is a new con- struction method to handle foundation, with the characteristics of high bearing capacity and less deform- ation. The article introduces the pile construction process, bearing characteristics and the detection effect combined with engineering practice. Practice has proved that the ram - compaction piles with composite bearing base can greatly improve the bearing capacity of the pile foundation and reduce foun- dation settlement. The technology is worth being promoted as it has obvious economic benefit and broad application prospects. |
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| Keywords: | composite carrier rammed expanded piles composite foundation bearing capacity settlement penetration |
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