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
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
END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD
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
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.
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
Relative Articles
[1] ZHOU Zhijun, TIAN Yeqing, ZHANG Mingyi, WANG Kangchao, ZHU Shanshan. Analysis on Bearing Characteristics of Pile Groups with Post-Grouting at Pile Ends in Loess Areas [J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 182-190. doi: 10.3724/j.gyjzG22090209
[2] ZHOU Xuhong, LUO Yintao, WANG Wenling, WANG Yuhang, LU Yao. Optimizational Analysis on Structural Parameters and Study on Practical Deformation Analysis Methods for High-Rise Pile Cap Foundations of Offshore Wind Turbines [J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 1-12. doi: 10.13204/j.gyjzG23022210
[3] LI Zhenling, QIN Siyuan. Study on Horizontal Load-Bearing and Deformation Performances of Monopile Foundations for Offshore Wind Turbines Based on In-Situ Static Load Tests [J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 13-18. doi: 10.13204/j.gyjzG22122304
[4] LI Shu'an, ZHANG Junhua, TIAN Shizhen, WU Jianqun, CHANG Jingcheng, WANG Yukui. RESEARCH ON BEARING CHARACTERISTICS OF GROUP PILE FOUNDATIONS CONSIDERING PILE-SOIL-CAP INTERACTION IN STRATIFIED SOIL [J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 65-71. doi: 10.13204/j.gyjzG201908210002
[6] Fan Xianming, Ren Qing, Gao Zhanshi. COUPLED HORIZONTAL AND ROCKING VIBRATION OF LARGE-DIAMETER END-BEARING PILE IN LAYERED SOIL [J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 96-102. doi: 10.13204/j.gyjz201410020
[7] Zhang Min, Ma Jianlin, Chai Rui, Wu Weisheng. STUDY OF INFLUENCE OF SHEAR RING ON FORCE AND DEFORMATION PROPERTIES OF STEEL TUBULAR COMPOSITE PILE [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 67-72,88. doi: 10.13204/j.gyjz201311016
[8] Hu Lifeng, Zhang Zhao, Gong Weiming, Xu Guoping, Guo Chao. MODEL TEST ON BEARING CAPACITY OF COMPOSITE PILE FOUNDATION IN TOP-DOWN ORDER [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 76-80. doi: 10.13204/j.gyjz200911018
[9] Xu Biao, Wang Qi-zhi. DEFORMATION PROPERTY OF PILE GROUP COMPOSITE FOUNDATION IN LAYERED SOIL SUBJECTED TO A HORIZONTAL LOAD [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 88-92. doi: 10.13204/j.gyjz200712021
[10] Zhao Honghua, Han Xuanjiang. DEFORMATION STUDY ON COMPOSITE FOUNDATION WITH CEMENT MIXING PILES [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 63-65. doi: 10.13204/j.gyjz200706016
[11] Duan Yonghui, Xiao Zhaoran, Zhang Zhao. RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM [J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 54-56. doi: 10.13204/j.gyjz200602016
[12] Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017
[13] Zai Jinmin, Wang Xudong, Yu Chuang. RESEARCH ON THE SOIL ADDITIONAL STRESS AND SIMPLIFIED SETTLEMENT CALCULATION OF COMPOSITE PILE FOUNDATION [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 24-27. doi: 10.13204/j.gyjz200505006
Proportional views
Created with Highcharts 5.0.7 Amount of access Chart context menu Abstract Views, HTML Views, PDF Downloads Statistics Abstract Views HTML Views PDF Downloads 2024-04 2024-05 2024-06 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 2025-02 2025-03 0 1 2 3 4 5
Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 13.6 % FULLTEXT : 13.6 % META : 86.4 % META : 86.4 % FULLTEXT META
Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 6.8 % 其他 : 6.8 % 北京 : 20.5 % 北京 : 20.5 % 张家口 : 6.8 % 张家口 : 6.8 % 漯河 : 2.3 % 漯河 : 2.3 % 芒廷维尤 : 45.5 % 芒廷维尤 : 45.5 % 西宁 : 13.6 % 西宁 : 13.6 % 郑州 : 2.3 % 郑州 : 2.3 % 重庆 : 2.3 % 重庆 : 2.3 % 其他 北京 张家口 漯河 芒廷维尤 西宁 郑州 重庆