END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD

Zai Jinmin; Zhou Feng; Mei Guoxiong; Wang Xudong; Pei Jie; Liao Heshan

doi:10.13204/j.gyjz200801015

Volume 38 Issue 1

Dec. 2014

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Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

Citation:

Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

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END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD

doi: 10.13204/j.gyjz200801015

1.
1. College of Civil Engineering,Nanjing University of Technology,Nanjing 210009;
2.
2. Shanghai Weilian Structure Design Office,Shanghai 200010;
3.
3. Section of Science and Technology,Xiamen Construction Committee,Xiamen 316004

Received Date: 2007-06-27
Publish Date: 2008-01-20

Abstract

Abstract

Because of small settlement of end-bearing pile, the bearing capacity of soils among piles can not be carried out, even if the space between piles increased. Consequently, all loads of the super-structure should be supported by piles only. The bearing capacity of soils could not be used, and huge waste caused. A kind of tailored-made equipment named deformation adjustor is studied, which are used to adjust the deformation between the end-bearing pile and the soil among piles. The design method of end-bearing composite pile foundation is presented, in which the end-bearing piles and the soil foundation are working together, especially, the soil plays a main role. The design method has been shown to be reliable.
- composite pile foundation,
- end-bearing pile,
- deformation of pile and soil,
- deformation adjustor

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References(6)

References

RandolphM F. Science and Empiricism in Pile Foundation.Geot echnique,2003, 53(10) : 847-875

[2] 宰金珉. 复合桩基理论与应用. 北京: 知识产权出版社, 2004

[3] Mandolini A, Russo G, Viggiani C. Pile Foundation: Experimental Invest igations, Analysis and DesignPPProc. 16th Int. Conf. Soil Mechs.Geot. Eng., Osaka: 2005(1) : 177-213

[4] 宰金珉. 塑性支承桩-卸荷减沉桩的概念及其工程应用. 岩土工程学报, 2001, 23(3) : 273-278

[5] 陆培炎, 徐振华. 地基的强度和变形的计算. 西宁: 青海人民出版社, 1979: 1-3

[6] 宰金珉, 杨嵘昌. 复合桩基承台下土的极限承载力提高值理论解. 岩土工程学报, 1997, 19(4) : 39-48

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