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Volume 35 Issue 5
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LI Bing, ZHENG Xiang, GAO Yu-feng, QIU Yue, SHA Cheng-ming. Model tests on pull-out capacity of suction caisson foundation in sand[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 902-907.
Citation: LI Bing, ZHENG Xiang, GAO Yu-feng, QIU Yue, SHA Cheng-ming. Model tests on pull-out capacity of suction caisson foundation in sand[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 902-907.
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Model tests on pull-out capacity of suction caisson foundation in sand

  • 1. College of Civil Engineering, Southeast University, Nanjing 210096, China; 2. Key Laboratory of Coastal Disasters and Defence of Ministry of Education, Nanjing 210098, China; 3. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China

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  • Received Date: July 09, 2012
  • Published Date: May 26, 2013
    Graphical Abstract
    • Abstract
  • A series of model tests are carried out to investigate the pull-out behavior of a suction caisson foundation in sand, and the effort is focused on the effect of aspect ratio, loading inclination angle and load attachment point. Three different aspect ratios, five different loading inclination angles and five different load attachment points are considered in the model tests. The test results show that the characteristics of load-displacement of the suction caisson foundation before pull-out are different in each case. The pull-out capacity can be improved significantly by increasing the aspect ratio. However, changing the aspect ratio does not affect the deformation characteristics of the suction caisson. The more nearly horizontal the loading direction, the greater the pull-out capacity of the suction caisson foundation. The influence of the loading position on the pull-out capacity of the suction caisson foundation can be ignored while the loading inclination angle equals 90000b0;, otherwise the load should be attached on the suction caisson height of 2/3 and 3/4 to obtain greater pull-out capacity.
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    • References (19)
  • [1]
    LUKE A M, RAUCH A F, OLSON R E,et al. Components of suction caisson capacity measured in axial pullout tests[J]. Ocean Engineering, 2005,32:878-891.
    [2]
    RAO S N, LATHA K H, PALLAVI B,et al. Studies on pullout capacity of anchors in marine clays for mooring systems [J]. Applied Ocean Research, 2006,28:103-111.
    [3]
    BYRNE B W, HOULSBY G T. Experimental investigations of the response of suction caissons to transient vertical loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2002, 128(11):926-939.
    [4]
    EI-SHERBINY R M. Performance of suction caisson anchors in normally consolidated clay[D]. Austin: The University of Texas at Austin, 2005.
    [5]
    CLUKEY E C, AUBENY C P, MURFF J D. Comparison of analytical and centrifuge model tests for suction caissons subjected to combined loads[J]. Journal of Offshore Mechanics and Arctic Engineering, 2004,126(4):364-367.
    [6]
    BYRNE B W, HOULSBY G T. Experimental investigations of the response of suction caissons to transient combined loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2004, 130(3):240-253.
    [7]
    施晓春),(徐日庆),(龚晓南),等. 桶形基础单桶水平承载力的试验研究[J]. (岩土工程学报), 1999,21(6):723-726. (SHI Xiao-chun, XU Ri-qing, GONG Xiao-nan, et al. Experimental study on horizontal bearing capacity of single bucket foundation[J]. Chinese Journal of Geotechnical Engineering,1999,21(6): 723-726. (in Chinese)
    [8]
    刘振纹),(王建华),(秦崇仁),等. 负压桶形基础地基水平承载力研究[J]. (岩土工程学报), 2000,22(6):691-695. (LIU Zhen-wen, WANG Jian-hua, QIN Chong-ren, et al. Research on the horizontal bearing capacity of bucket foundations [J]. Chinese Journal of Geotechnical Engineering,2000,22(6): 691-695. (in Chinese)
    [9]
    徐 冰. 倾斜荷载作用下吸力式沉箱抗拔性能试验研究[D]. 大连: 大连理工大学, 2008.((XU Bing. The small scale model test study on inclined load capacity of suction caisson [D]. Dalian
    [10]
    ISKANDER M, El-GHARBAWY S, OLSON R. Performance of suction caissons in sand and clay [J]. Canadian Geotechnical Journal, 2002,39:576-584.
    [11]
    BANG S, JONES K, KIM Y S,et al. Vertical pullout capacity of embedded suction anchors in sand [C]// Proceedings of the Sixteenth International Offshore and Polar Engineering Conference, San Francisco. 2006: 469-474.
    [12]
    BANG S, JONES K D, KIM K O,et al. Inclined loading capacity of suction piles in sand [J]. Ocean Engineering, 2011,38(7):915-924.
    [13]
    鲁晓兵),(王义华),(张建红),等. 水平动载下桶形基础变形的离心机实验研究[J]. (岩土工程学报), 2005,27(7):789-791. (LU Xiao-bing, WANG Yi-hua, ZHANG Jian-hong, et al. Centrifuge test on the deformation of bucket foundation under horizontal vibration load[J]. Chinese Journal of Geotechnical Engineering,2005,27(7): 789-791. (in Chinese)
    [14]
    张金来),(鲁晓兵),(王淑云),等. 桶形基础极限承载力特性研究[J]. (岩石力学与工程学报), 2005,24(7):1169-1172. (ZHANG Jin-lai, LU Xiao-bing, WANG Shu-yun, et al. The characteristics of the bearing capacity of bucket foundation[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(7): 1167-1172. (in Chinese)
    [15]
    DENG W, CARTER J P. Inclined uplift capacity of suction caissons in sand[C]// Offshore Technology Conference, Houston. 2000: 500-506.
    [16]
    JONESA K D, BANG S, CHO Y. Pullout capacity of embedded suction anchors in sand[J]. Ocean Engineering, 2007,34:2107-2114.
    [17]
    HOUSE A R. Suction caisson foundations for buoyant offshore facilities[D]. Perth: University of Western Australia, 2002.
    [18]
    CHEN W, RANDOLPH M F. Radial stress changes around caissons installed in clay by jacking and by suction[C]// Proceedings of 14th International Offshore and Polar Engineering Conference, Toulon. 2004: 493-499.
    [19]
    黎 冰,(高玉峰),邱 月,等. 一种用于模型试验中吸力式沉箱沉贯垂直度的控制装置: 中国, 201210106455. 2[P]. 2012-08-15. (LI Bing, GAO Yu-feng, QIU Yue, et al. A device for controlling the vertical penetration of suction caisson in model test:China, 201210106455.2[P]. 2012-08-15. (in Chinese)
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