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Volume 38 Issue 2
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WU Chong-fu, GUO Wei-chao, LI Yu-nong, TIE Rui. Calculation of neutral surface depth and pile-soil stress ratio of rigid pile composite foundation considering influence of negative friction[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 278-287. DOI: 10.11779/CJGE201602011
Citation: WU Chong-fu, GUO Wei-chao, LI Yu-nong, TIE Rui. Calculation of neutral surface depth and pile-soil stress ratio of rigid pile composite foundation considering influence of negative friction[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 278-287. DOI: 10.11779/CJGE201602011
shu

Calculation of neutral surface depth and pile-soil stress ratio of rigid pile composite foundation considering influence of negative friction

  • 1. College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao 066004, China; 2. Institute of Science and Technology, Yanshan University, Qinhuangdao 066004, China

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  • Received Date: December 02, 2014
  • Published Date: February 24, 2016
    Graphical Abstract
    • Abstract
  • The computing method for determining the neutral surface depth and pile-soil stress ratio of rigid pile composite foundation is studied under skin friction of pile using a linear model. A cushion-pile-soil deformation compatibility equation is derived based on the settlement deformation relationship among different constituent parts of rigid pile composite foundation. The distribution of the skin friction is simplified from a test curve to a linear model by taking into account the influence of negative friction on working properties of the pile and soil. Additionally, considering the top of the pile piercing into the cushion and the bottom of the pile into the substratum, and using the cushion-pile-soil deformation compatibility equation, a model is created to describe the neutral surface depth and pile-soil stress ratios on the top surface and neutral surface of the pile. Using the proposed method, the effects of various factors on the neutral surface depth and pile-soil stress ratio are analyzed. The results show that the neutral surface depth ratio of the rigid pile composite foundation is within 0.15~0.35, and that the pile-soil stress ratio on the neutral surface of the pile increases by 10%~40% of the top plane of the pile. Finally, the proposed method is applied to an engineering field test and a rigid pile composite foundation model test, and the calculated values are consistent with the experimental ones.
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    • References (19)
  • [1]
    陶景晖, 梁书亭, 樊有维, 等. 高承载素混凝土桩复合地基现场试验研究[J]. 岩土工程学报, 2012, 34(4): 693-700. (TAO Jing-hui, LIANG Shu-ting, FAN You-wei, et al. Field tests on high-bearing composite foundation with plain concrete piles[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 693-700. (in Chinese))
    [2]
    龚晓南. 复合地基理论及工程应用[M]. 北京: 中国建筑工业出版社, 2007. (GONG Xiao-nan. The theory and application of composite foundation[M]. Beijing: China Architecture and Building Press, 2007. (in Chinese))
    [3]
    朱世哲, 徐日庆, 杨晓军, 等. 带垫层刚性桩复合地基桩土应力比的计算与分析[J]. 岩土力学, 2004, 25(5): 814-823. (ZHU Shi-zhe, XU Ri-qing, YANG Xiao-jun, et al. Computation and analysis of ratio of pile stress to soil stress of rigid pile composite foundation with cushion [J]. Rock and Soil Mechanics, 2004, 25(5): 814-823. (in Chinese))
    [4]
    但汉成, 李 亮, 赵炼恒, 等. CFG桩复合地基桩土应力比计算与影响因素分析[J]. 中国铁道科学, 2008, 29(5): 7-12. (DAN Han-cheng, LI Liang, ZHAO Lian-heng, et al. Calculation and influence factors analysis on pile-soil stress ratio of CFG pile composite foundation[J]. China Railway Science, 2008, 29(5): 7-12. (in Chinese))
    [5]
    HAN J, GABR M A. Numerical analysis of geosynthetic reinforce and pile supported earth platforms over soft soil[J]. Journal of Geotechnical Geoenvironmental Engineering, ASCE, 2002, 128(1): 44-53.
    [6]
    吕伟华, 缪林昌. 刚性桩复合地基桩土应力比计算方法[J]. 东南大学学报, 2013, 43(3): 624-628. (LÜ Wei-hua, MIAO Lin-chang. Calculation method of pil-soil stress ratio of rigid pile composite foundation[J]. Journal of Southeast University, 2013, 43(3): 624-628. (in Chinese))
    [7]
    雷金波, 姜弘道, 郑云扬, 等. 带帽桩复合地基复合桩土应力比的计算及影响因素分析[J]. 岩土工程学报, 2005, 27(11): 1300-1305. (LEI Jin-bo, JIANG Hong-dao, ZHENG Yun-yang, et al. Calculation and analysis of composite pile-soil stress ratio of composite foundation with capped rigid pile[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 1300-1305. (in Chinese))
    [8]
    赵明华, 陈 庆, 张 玲. 考虑桩顶刺入变形的刚性桩复合地基桩土应力比计算[J]. 公路交通科技, 2009, 26(10): 38-43. (ZHAO Ming-hua, CHEN Qing, ZHANG Ling. Calculation of pile soil stress ratio of rigid pile composite foundation with consideration of piles upward puncture deformation[J]. Journal of Highway and Transportation Research and Development, 2009, 26(10): 38-43. (in Chinese))
    [9]
    周同和, 王 菲, 赵 宏, 等. 多桩型刚性承台下刚性长短桩复合地基载荷试验分析[J]. 岩土工程学报, 2015, 37(1): 105-111. (ZHOU Tong-he, WANG Fei, ZHAO Hong, et al. Bearing capacity tests on multi-type-pile composite foundation with rigid cap[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 105-111. (in Chinese))
    [10]
    赵明华, 刘 猛, 张 锐, 等. 路堤荷载下双向增强复合地基荷载分担比及沉降计算[J]. 岩土工程学报, 2014, 36(12): 2161-2169. (ZHAO Ming-hua, LIU Meng, ZHANG Rui, et al. Calculation of load sharing ratio and settlement of bidirectional reinforced composite foundation under embankment loads[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2161-2169. (in Chinese))
    [11]
    陈 健. 带褥垫层刚性桩复合地基作用机理研究[D]. 武汉: 华中科技大学, 2006. (CHEN Jian. Study on mechanism of rigid pile composite ground with cushion[D]. Wuhan: Huazhong University of Science and Technology, 2006. (in Chinese))
    [12]
    陈 健, 郑俊杰, 陈保国, 等. 考虑负摩阻力的刚性桩复合地基工作性状分析[J]. 岩土力学, 2008, 29(7): 1955-1959. (CHEN Jian, ZHENG Jun-jie, CHEN Bao-guo, et al. Analysis of working behavior of rigid pile composite ground considering influence of negative skin friction[J]. Rock and Soil Mechanics, 2008, 29(7): 1955-1959. (in Chinese))
    [13]
    郭忠贤, 霍 达. 刚性桩复合地基桩土应力比计算及承载特性分析[J]. 岩土力学, 2006, 27: 797-802. (GUO Zhong-xian, HUO Da. Computation of stress ratio of piles to soil and bearing behavior of rigid pile composite foundation[J]. Rock and Soil Mechanics, 2006, 27: 797-802. (in Chinese))
    [14]
    折学森. 软土地基沉降计算[M]. 北京: 人民交通出版社, 1998. (SHE Xue-sen. Settlement calculation of the soft soil[M]. Beijing: China Communications Press, 1998. (in Chinese))
    [15]
    GB/T 50783—2012复合地基技术规范[S]. 2012. (GB/T 50783—2012 Technical code for composite foundation[S]. 2012. (in Chinese))
    [16]
    陈祥福. 沉降计算理论及工程实例[M]. 北京: 科学出版社, 2005. (CHEN Xiang-fu. Settlement calculation theory and engineering example[M]. Beijing: Science Press, 2005. (in Chinese))
    [17]
    熊 钊. CFG桩复合地基桩土共同作用形状研究[D]. 重庆: 重庆大学, 2009. (XIONG Zhao. Study on characters of pile-soil cooperative work in the composite foundation with CFG-pile[D]. Chongqing: Chongqing University, 2009. (in Chinese))
    [18]
    常士骠, 张苏民. 工程地质手册[M]. 4版. 北京: 中国建筑工业出版社, 2007. (CHANG Shi-biao, ZHANG Su-min. Engineering geology manual[M]. 4th ed. Beijing: China Architecture and Building Press, 2007. (in Chinese))
    [19]
    赵 捷. 刚性桩复合地基三位数值分析与模型试验研究[D]. 郑州: 河南大学, 2007. (ZHAO Jie. Three-dimensioned numerical analysis of rigid pile composite foundation and modal experimental study[D]. Zhengzhou: Henan University, 2007. (in Chinese))
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