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Volume 33 Issue sup2
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GU Guo-feng, ZHAO Chun-feng, LI Shang-fei, ZHAO Cheng, XU Jian-ping. Laboratory model tests on bearing character of single pile under combined load in sand[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 379-383.
Citation: GU Guo-feng, ZHAO Chun-feng, LI Shang-fei, ZHAO Cheng, XU Jian-ping. Laboratory model tests on bearing character of single pile under combined load in sand[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 379-383.
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Laboratory model tests on bearing character of single pile under combined load 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. Communications Investment Group Co., Ltd. of Guangxi, Nanning 530028, China; 4. Construction Headquarters of Hangchang Expressway of Hangzhou, Hangzhou 310014, China

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  • Received Date: August 07, 2011
  • Published Date: December 06, 2011
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  • Based on the other scholars ' researches, and considering the similar ratio of sand, two groups of model tests are done under self-designed model piles and loading installations. The conclusion of load-displacement law, ultimate bearing capacity law, internal force of pile shaft and resistance of soil surrounding single pile are drawn under the action of combined load. The influence mechanism of horizontal loads on vertical bearing capacity and that of bending moments on horizontal bearing capacity are analyzed. Some improvements of pile shaft design under combined load are proposed.
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    • References (8)
  • [1]
    MEYERHOF GG, SASTRY VVRN. Bearing capacity of rigid piles under eccentric and inclined loads[J]. Canadian Geotechnical Journal, 1985, 22 (3): 267 – 275.
    [2]
    赵明华 . 轴向和横向荷载同时作用下的桩的计算 [J]. 湖南大学学报 , 1987, 14 (2): 68 – 81. (ZHAO Ming-hua. The calculation of piles under simultaneous axial and lateral loading[J]. Journal of Hunan University, 1987, 14 (2): 68 – 81. (in Chinese))
    [3]
    赵明华 , 候运秋 , 曹喜仁 . 倾斜荷载下基桩的受力研究 [J]. 湖南大学学报 , 1997, 24 (2): 98 – 102. (ZHAO Ming-hua, HOU Yun-qiu, CAO Xi-ren. Study on the behavior of piles under inclined loads[J]. Journal of Hunan University (Natural Sciences), 1997, 24 (2): 98 – 102. (in Chinese))
    [4]
    文松霖 . 铅直–水平荷载作用下的扩底桩的承载机理 [J]. 长江科学院院报 , 2004, 21 (5): 24 – 27. (WHEN Song-lin. Resistance behaviors of pile with enlarged base under axial and lateral loads[J]. Journal of Yangtze River Scientific Research Institute , 2004, 21 (5): 24 – 27. (in Chinese))
    [5]
    杨俊杰 . 相似理论与结构试验 [M]. 武汉 : 武汉理工大学出版社 , 2005. (YANG Jun-jie. Similarity theory and structural test[M]. Wuhan: Wuhan University of Technology Press, 2005. (in Chinese))
    [6]
    李志成 , 高乔明 . 桩基础试验 [M]. 北京 : 中国林业出版社 , 1999. (LI Zhi-cheng, GAO Qiao-ming. Testing for pile foundation[M]. Bejing: China Forestry Publishing House, 1999. (in Chinese))
    [7]
    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))
    [8]
    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 , 1997. (Handbook of Pile Engineering Editing Committee. Handbook of pile engineering[M]. Beijing: China Architecture & Building Press, 1995. (in Chinese))
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