| 挤扩支盘桩的工程应用 |
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| 引用本文： | 范晓,屈妍,马宏达.挤扩支盘桩的工程应用[J].宁波大学学报(理工版),2007,20(3):394-396. |
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| 作者姓名： | 范晓 屈妍 马宏达 |
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| 作者单位： | 宁波大学,建筑设计研究院,浙江,宁波,315211 |
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| 摘 要： | 介绍了挤扩多支盘桩在工程实例中的应用,并对工程同场地内的挤扩支盘桩与普通钻孔灌注桩进行承载力和沉降的对比试验研究.工程试验结果表明:在同等工程地质条件下,采用挤扩支盘桩能大幅度提高单桩承载力,减少沉降,具有良好的经济效益.
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| 关 键 词： | 挤扩多支盘桩 工程应用 承载力 载荷试验 挤扩支盘桩 工程应用 Plates Pile Application 经济效益 单桩承载力 工程地质条件 结果 工程试验 研究 对比试验 沉降 钻孔灌注桩 场地 工程实例 挤扩多支盘桩 |
| 文章编号： | 1001-5132（2007）03-0394-03 |
| 修稿时间： | 2006-11-17 |
Engineering Application of Pile with Branches and Plates |
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| FAN Xiao,QU Yan,MA Hong-da.Engineering Application of Pile with Branches and Plates[J].Journal of Ningbo University(Natural Science and Engineering Edition),2007,20(3):394-396. |
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| Authors: | FAN Xiao QU Yan MA Hong-da |
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| Abstract: | This paper introduces the use of cast-in-place pile with branches and plates in the actual engineering cases, and comparison is conducted between this particular type of usage and the common use of cast-in-place pile under the same working conditions. The result suggests that the piles with branches and plates can improve pile bearing capacity and reduce settlement, and thus produce better economic interests under the same geological conditions. |
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| Keywords: | pile with branches and plates engineering application bearing capacity loading test |
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