大直径软岩嵌岩桩侧阻性状实测分析

蔡江东; 姜振泉

doi:10.13204/j.gyjz200601013

大直径软岩嵌岩桩侧阻性状实测分析

doi: 10.13204/j.gyjz200601013

1.
中国矿业大学资源学院徐州 221008

详细信息

作者简介:
蔡江东男 1968年11月出生博士研究生淮阴工学院土木系副教授

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- 被引次数: 0
出版历程
- 收稿日期: 2005-07-02
- 刊出日期: 2006-01-20

EXPERIMENTAL ANALYSIS OF THE CHARACTER OF SHAFT RESISTANCE ALONG LARGE DIAMETER SOCKETED PILE CASTED IN SOFT ROCK

1.
Resource Institute,China University of Mine Technology Xuzhou 221008

摘要

摘要: 嵌岩桩的侧摩阻力发挥不但与桩端支承与桩周土性有关,同时还受其他众多因素影响。根据同一场地桩周土性差异不大,而桩底岩土强度有较明显区别的两根达极限承载状态的嵌岩桩试桩资料,分析桩周土侧阻发挥过程。结果表明:对于长径比较大的嵌岩桩,桩周土极限侧阻大小随桩端支承条件不同而改变,且侧阻沿桩身分布呈现两头大中间小的特点,此外上部土层对桩身中部土层的侧阻发挥有一定的影响。
- 嵌岩桩 /
- 侧阻力 /
- 端承力 /
- 现场测试
Abstract: The shaft resistance of socketed pile is affected with not only the strength of the rock at the end of piles but also the kinds of soil around the piles. Based on the field static load experiment on the large diameter rock socketed piles and the strain testing of them, the process of the exertion of the shaft resistance along the pile is analysed. The outcome shows that the ultimate shaft resistance of the pile is influenced by bearing condition of the piles, and the character of shaft resistance distribute along pile presents large in both sides while little in the midst. Furthermore, the exertion of shaft resistance of the earth lies in the middle of the pile is affected by the stratum overlaid.
- socketed pile /
- shaft resistance /
- end bearing capacity /
- field testing

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参考文献(10)

《桩基工程手册》编委会.桩基工程手册.北京:中国建筑工业出版社,1995:9-42

[2] 史佩栋,梁晋渝.嵌岩桩竖向承载力的研究.岩土工程学报,1994(4):32-39

[3] 刘松玉,季鹏,韦杰.大直径泥质软岩嵌岩灌注桩的荷载传递性状.岩土工程学报,1998(4):58-61

[4] 阳吉宝.超长桩的荷载传递机理.岩土工程学报,1998(11):108-112

[5] 姚海波、陈征宙、王梦恕,等.软岩嵌岩长桩嵌土段工作机理研究.北方交通大学学报,2004(8):37-40

[6] 史佩栋.实用桩基工程手册.北京:中国建筑工业出版社,1999:47-114

[7] 刘利民.桩基工程的理论进展与工程实践.北京:中国建材工业出版社,2002:198-214

[8] 施峰.大直径超长钻孔灌注桩的荷载性状研究.建筑结构,2003(3):3-6

[9] 阳吉宝.超长桩的荷载传递机理研究.岩土工程技术,1997(1):25-29

[10] Lianyang Zhang,Herbert H Einstein.End Bearing Capacity of Drilled Shafts in Rock.Journal of Geotechnical and Geoenvironmental Engineering,1998(7):124(7):574-584

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