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Volume 37 Issue 1
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ZHAO Chun-feng, LIU Feng-ming, QIU Zhi-xiong, ZHAO Cheng, WANG Wei-zhong. Study on bearing behavior of a single pile under combined vertical and lateral loads in sand[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 183-190. DOI: 10.11779/CJGE201501023
Citation: ZHAO Chun-feng, LIU Feng-ming, QIU Zhi-xiong, ZHAO Cheng, WANG Wei-zhong. Study on bearing behavior of a single pile under combined vertical and lateral loads in sand[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 183-190. DOI: 10.11779/CJGE201501023
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Study on bearing behavior of a single pile under combined vertical and lateral loads in sand

  • 1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Guangdong Chaohui Expressway Co., Ltd., Guangzhou 510100, China; 4. Henan Provincial Communications Planning Survey & Design Institute Co., Ltd., Zhengzhou 450052, China

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  • Received Date: June 15, 2014
  • Published Date: January 19, 2015
    Graphical Abstract
    • Abstract
  • The vertical bearing behavior of a single pile is influenced by change of the friction resistance of soils around the pile, which is caused by the lateral deformation of the pile. Around the pile, the lateral resistance of soils can be affected by vertical load, and meanwhile with the change of flexural deformation, additional moment will be aroused and the horizontal bearing behavior of the single pile is influenced. The bearing behavior of the single pile under the combined vertical and lateral loads in sandy soils is studied through indoor model tests. The results show that the horizontal bearing capacity of the single pile increases with the increase of the pre-applied vertical load in sandy soils, which is contrary to the horizontal displacement. The lateral friction resistance in the upper part of the pile decreases with the increase of the horizontal load, while the resistance at the pile end increases actually, and as a whole, the vertical bearing capacity of the single pile decreases in sandy soils with the increase of the pre-applied horizontal load. The depth of the maximum moment caused by the horizontal load is about 5 to 7 times the diameter of the pile, and the influence depth of bending moment along the pile and lateral friction resistance caused by the lateral load is about 10 times the diameter of the pile below the surface of sandy soils. Based on the relevant current research results and theoretical analyses, the interaction mechanism of the components of combined vertical and lateral loads of the single pile in sandy soils is analyzed, and the rationality of the test results is verified.
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    • References (22)
  • [1]
    ANAGNOSTOPOULOS C, GEORGIADIS M. Interaction of axial and lateral pile responses[J]. Journal of Geotechnical Engineering, 1993, 119(4): 793-798.
    [2]
    KARTHIGEYAN S, RAMAKRISHNA V V G S T, RAJAGOPAL K. Influence of vertical load on the lateral response of piles in sand[J]. Computers and Geotechnics, 2006, 33(2): 121-131.
    [3]
    皇甫明, 王幼青, 王梦恕. 水平力对竖直桩沉降和承载力影响的研究[J]. 岩土工程学报, 2003, 25(4): 511-513. (HUANG Fu-ming, WANG You-qing, WANG Meng-shu. Study of effects of lateral loads on the settlement and bearing capacity of pile[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 511-513. (in Chinese))
    [4]
    皇甫明, 王幼青, 张军. 纵横向荷载作用下桩的工作性状研究[J]. 哈尔滨工业大学学报, 2003, 35(6): 743-746. (HUANG Fu-ming, WANG You-qing, ZHANG Jun. Behavior of pile under combined axial and lateral loading[J]. Journal of Harbin Institute of Technology, 2003, 35(6): 743-746. (in Chinese))
    [5]
    李尚飞. 组合荷载作用下单桩的承载特性研究[D]. 上海:同济大学, 2010. (LI Shang-fei. Research on bearing character of single pile under combined load[D]. Shanghai: Tongji University, 2010. (in Chinese))
    [6]
    郑刚, 王丽. 竖向及水平荷载加载水平、顺序对基桩承载力的影响[J]. 岩土工程学报, 2008, 30(12): 1796-1804. (ZHENG Gang, WANG Li. Effect of loading level and sequence of vertical and lateral load on bearing capacity of single pile[J]. Chinese Journal of Geotechnical Engineering,2008, 30(12): 1796-1804. (in Chinese))
    [7]
    MEERA R S, SHANKER K, BASUDHAR P K. Flexural response of piles under liquefied soil conditions[J]. Geotechnical and Geological Engineering, 2007, 25(4): 409-422.
    [8]
    LEE J, PREZZI M, SALGADO R. Experimental investigation of the combined load response of model piles driven in sand[J]. Geotechnical Testing Journal, 2011, 34(6): 1-15.
    [9]
    ZHANG L, GONG X N, YANG Z X, et al. Elastoplastic solutions for single piles under combined vertical and lateral loads[J]. Journal of Central South University of Technology, 2011, 18(1): 216-222.
    [10]
    LIANG F Y, CHEN H B, CHEN S L. Influences of axial load on the lateral response of single pile with integral equation method[J].International Journal for Numerical and Analytical Methods in Geomechanics, 2012, 36(16): 1831-1845.
    [11]
    KARASEV O V, TALANOV G P, BENDA S F. Investigation of the work of single situ-cast piles under different load combinations[J]. Soil Mechanics and Foundation Engineering, 1977, 14(3): 173-177.
    [12]
    KARTHIGEYAN S, RAMAKRISHNA V V G S T, RAJAGOPAL K. Numerical investigation of the effect of vertical load on the lateral response of piles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(5): 512-521.
    [13]
    杨俊杰. 相似理论与结构模型试验[M]. 武汉:武汉理工大学出版社, 2005. (YANG Jun-jie. Similarity theory and structural model test[M]. Wuhan: Wuhan University of Technology Press, 2005. (in Chinese))
    [14]
    赵明华, 李微哲, 杨明辉, 等. 成层地基中倾斜偏心荷载下基桩位移特性室内模型试验研究[J]. 土木工程学报, 2006, 39(12): 95-99. (ZHAO Ming-hua, LI Wei-zhe, YANG Ming-hui, et al. A model test study on displacement of piles under inclined and eccentric loads in layered soils[J]. China Civil Engineering Journal, 2006, 39(12): 95-99. (in Chinese))
    [15]
    顾国峰, 赵春风, 李尚飞, 等. 砂土中组合荷载下单桩承载特性的室内模型试验研究[J]. 岩土工程学报, 2011, 33(增刊2): 379-383. (GU Guo-feng, ZHAO Chun-feng, LI Shang-fei, et al. Laboratory model tests on bearing character of single pile under combined load in sand[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S2): 379-383. (in Chinese))
    [16]
    张磊. 水平荷载作用下单桩性状研究[D]. 杭州: 浙江大学, 2011. (ZHANG Lei. Study on behavior of single pile under lateral loading[D]. Hangzhou: Zhejiang University, 2011. (in Chinese))
    [17]
    BOGARD D, MATLOCK H. Simplified calculation of p-y curves for laterally loaded piles in sand[R]. Houston, The Earth Technology Corporation, Inc., 1980.
    [18]
    REESE L C, COX W R, KOOP F D. Analysis of laterally loaded piles in sand[C]// Proceedings of the Ⅵ Annual Offshore Technology Conference, 1974(OTC2080), Dallas. 1974: 473-485.
    [19]
    JANOYAN K D, WHELAN M J. Interface stresses between soil and large diameter drilled shaft under lateral loading[C]// GeoSupport 2004, Orlando, 2004: 816-825.
    [20]
    ZHANG L Y, FRANCISCO S, RALPH G. Ultimate lateral resistance to piles in cohesionless Soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(1): 78-83.
    [21]
    黄茂松, 郦建俊, 王卫东, 等. 开挖条件下抗拔桩的承载力损失比分析[J]. 岩土工程学报, 2008, 30(9): 1291-1297. (HUANG Mao-song, LI Jian-jun, WANG Wei-dong, et al. Loss ratio of bearing capacity of uplift piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1291-1297. (in Chinese))
    [22]
    梅国雄, 宰金珉. 考虑位移影响的土压力近似计算方法[J]. 岩土力学, 2001, 22(4): 83-85. (MEI Guo-xiong, ZAI Jin-min. Earth pressure calculating method considering displacement[J]. Rock and Soil Mechanics, 2001, 22(4): 83-85. (in Chinese))
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