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Volume 34 Issue 12
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LOU Xiao-ming, WU Hao, HUANG Jiang-feng. Determination of slope coefficient of subgrade reaction of saturated clay based on p-y curve[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2206-2212.
Citation: LOU Xiao-ming, WU Hao, HUANG Jiang-feng. Determination of slope coefficient of subgrade reaction of saturated clay based on p-y curve[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2206-2212.
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Determination of slope coefficient of subgrade reaction of saturated clay based on p-y curve

  • Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

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  • Received Date: February 23, 2012
  • Published Date: December 24, 2012
    Graphical Abstract
    • Abstract
  • The distribution of the coefficient of subgrade lateral reaction is usually assumed to be a slope linear with depth. The slope coefficient of subgrade reaction is termed as m value. The m value can only be gained from the empirical range in the table of the codes which are too crude and have not been renewed for 30 years. Combing the p-y curve with the m method, the relationships among undrained shear strength cu, pile diameter and m value of saturated clay are established in the case of the same displacement of piles on the ground surface when the distribution model of cu value increases or is constant with depth. The results can be expressed in the form of simple tables and formulae with convenience. If cu value along depth is trapezoid, it can be considered as the super position of the above basic models. The stiffness of pile shaft has little influence on the above relationships. The allowable bearing capacity or relevant displacement of piles obtained by the suggested m value is in accordance with the test results of two practical cases. The proposed method provides a more comprehensive and reasonable?way to determine the m value.
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    • References (15)
  • [1]
    JGJ 94—2008 建筑桩基技术规范[S]. 2008. (JGJ 94—2008 Technical code for building pile foundation[S]. 2008. (in Chinese))
    [2]
    JTGD 63—2007 公路桥涵地基与基础设计规范[S]. 2007. (JTGD 63—2007 Code for design of ground base and foundation of highway bridge and culverts[S]. 2007. (in Chinese))
    [3]
    桩基工程手册编写委员会. 桩基工程手册[M]. 北京: 中国建筑工业出版社, 1995. (Pile Foundation Handbook Compile Committee. Pile foundation handbook[M]. Beijing: China Architecture and Building Press, 2008. (in Chinese))
    [4]
    徐 和, 徐敏若，郑春生.单桩横向承载力试验研究[J]. 岩土工程学报, 1982, 4(3): 28–42. (XU He, XU Min-ruo ZHENG Chun-sheng. Tests on single pile lateral capacity[J]. Chinese Journal of Geotechnical Engineering, 1982, 4(3): 28–42. (in Chinese))
    [5]
    劳伟康, 周治国, 周立运. 水平推力桩在大位移情况下m值的确定[J]. 岩土力学, 2008, 29(1): 192–196. (LAO Wei-kang, ZHOU Zhi-guo, ZHOU Li-yun. Analysis of m value for lateral loaded pile under large deflection[J]. Rock and Soil Mechanics, 2008, 29(1): 192–196. (in Chinese))
    [6]
    王 梅, 楼志刚, 李建乡, 等. 水平荷载作用下单桩非线性m法试验研究[J]. 岩土力学, 2002, 23(1): 23–30. (WANG Mei, LOU Zhi-gang, LI Jian-xiang, et al. Nonlinear analysis of m method for single pile under lateral loading[J]. Rock and Soil Mechanics, 2002, 23(1): 23–30. (in Chinese))
    [7]
    贾庆山. 桩基水平承载力标准值与m值的确定[J]. 特种结构, 1995, 12(2): 23–24. (JIA qing-shan. Determination of standard value of pile’s lateral bearing capacity and m value[J]. Special Structures, 1995, 12(2): 23–24. (in Chinese))
    [8]
    JTJ 254—98港口工程桩基规范[S]. 1998. (JTJ 254—98 Code for pile foundation in port engineering[S]. 1998. (in Chinese))
    [9]
    章荣军, 郑俊杰, 蒲诃夫, 等. 基于p–y曲线分析隧道开挖对邻近单桩的影响. 岩土工程学报, 2010, 32(12): 1837–1845. (ZHANG Rong-jun, ZHENG Jun-jie, PU He-fu, et al. Response of adjacent single pile due to tunnelling based on p-y curve. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1837–1845 (in Chinese))
    [10]
    史佩栋. 桩与桩基工程手册[M]. 北京: 人民交通出版社, 2008: 139–158. (SHI Pei-dong. Pile and pile foundation handbook[M]. Beijing: China Communications Press, 2008: 139–158. (in Chinese))
    [11]
    MATLOCK H. Correlations for design of laterally piles in soft clay[C]// Proceedings of Offshore Technology Conference. Houston, 1970: 577–594.
    [12]
    GARASSINO A, JAMIOLKOWSKI M, PASQUALINI E. Soil modulus for laterally loaded piles in sands and N.C. clays[C]// Proc 6th European Conf Soil Mechanics and Foundation Engineering. Vienna: 1976, Vol. 1.2: 429–434.
    [13]
    袁聚云, 楼晓明, 姚笑青, 等. 基础工程设计原理[M]. 北京: 人民交通出版社, 2011. (YUAN Ju-yun, LOU Xiao-ming, YAO Xiao-qing, et al. Design principles of foundation engineering[M]. Beijing: China Communications Press, 2011. (in Chinese))
    [14]
    袁聚云, 钱建固, 张宏鸣, 等. 土质学与土力学[M]. 北京:人民交通出版社, 2009. (YUAN Ju-yun, QIAN Jian-gu, ZHANG Hong-ming, et al. Soil properties and soil mechanics [M]. Beijing: China Communications Press, 2009. (in Chinese))
    [15]
    胡中雄. 土力学与环境土工学[M]. 上海: 同济大学出版社, 1997. (HU Zhong-xiong. Soil mechanics and geo environmental engineering[M]. Shanghai: Tongji University Press, 1997. (in Chinese))
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