Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 33 Issue 7
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHU Bin, KONGDe-qiong, TONG Jian-guo, KONG Ling-gang, CHEN Ren-peng. Model tests on penetration and pullout ofsuction caissons in silt[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1045-1053.
Citation: ZHU Bin, KONGDe-qiong, TONG Jian-guo, KONG Ling-gang, CHEN Ren-peng. Model tests on penetration and pullout ofsuction caissons in silt[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1045-1053.
shu

Model tests on penetration and pullout ofsuction caissons in silt

  • (1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering , Zhejiang University,Hangzhou 310058, China;2.Institute of Geotechnical Engineering ,ZhejiangUniversity ,Hangzhou 310058, China;3. Zhejiang Electric Power Design Institute,Hangzhou 310012, China)

More Information
  • Received Date: May 04, 2010
  • Published Date: July 14, 2011
    Graphical Abstract
    • Abstract
  • Suction penetration and ultimate uplift capacity are the two keyissues in the design and construction of suction caissons used as suction anchorsin deep water or multi-caisson foundations for the offshore platforms/windturbines. A programme of large-scale model tests on a suction caisson iscarried out in a large soil tank in Zhejiang University to study the behaviors of the caisson foundations during suction penetration and pullout. The test results of suction penetration show that the suction under the lid just has aslight influence on installation resistance of the caissons in silt, and the suction required to penetrate the caisson without soil piping is well predicted based on the results of CPT tests. The pullout tests with different loading rates are also carried out, and the results indicate that loading rate has little effect on the performance of the caisson foundation if a critical loading rate is surpassed. Based on the test results, the ultimate pullout capacitiesof the caissons in silt for different loading conditions are presented.
    • FullText(HTML)
    • References (28)
  • [1]
    BYE A, ERBRICH C, EARL K. Geotechnical design of bucket foundation[C]// OTC7793, 1995: 869–883.
    [2]
    鲁晓兵, 郑哲敏, 张金来. 海洋平台吸力式基础的研究与进展[J]. 力学进展, 2003, 33(1): 27–40. (LU Xiao-bin, ZHENG Zhe-min, ZHANG Jin-lai. Research and development of suction caisson for ocean platform[J]. Mechanics Advances, 2003, 33(1): 27–40. (in Chinese))
    [3]
    施晓春, 徐日庆, 龚晓南, 等. 桶形基础发展概况[J]. 土木工程学报, 2000, 33(4): 68–73. (SHI Xiao-chun, XU Ri-qing, GONG Xiao-nan, et al. General conditions of suction bucket foundation[J]. China Civil Engineering Journal, 2000, 33(4): 68–73. (in Chinese)).
    [4]
    HOULSBY G T, BYRNE B W. Design procedures for installation of suction caisson in sand[J]. Geotechnical Engineering, 2005, 158(3): 135–144.
    [5]
    SENDERS M, RANDOLPH M F. CPT-Based method for the installation of suction caissons in sand[J]. Journal of Geotechnical and Geoenviromental Engineering, 2009, 1(14): 14–25.
    [6]
    FELD T. Suction buckets, a new innovative foundation concept, applied to offshore wind turbines[D]. Aalborg: Aalborg Univ, 2001.
    [7]
    范庆来. 滩海吸力式桶形基础承载力特性研究[D]. 大连:大连理工大学, 2007. (FAN Qing-lai. A study on bearing capacity behavior of suction bucket foundation in beach-shallow sea[D]. Daliang: Dalian Univ Technol, 2007. (in Chinese))
    [8]
    杨少丽, 李安龙, 齐剑峰. 桶基负压沉贯过程模型试验研究[J]. 岩土工程学报, 2003, 25(2): 236–238. (YANG Shao-li, LI An-long, QI Jian-feng. Experimental study on bucket foundation during penetration by suction[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 236–238. (in Chinese))
    [9]
    王庚荪, 孔令伟, 杨家岭, 等. 单桶负压下沉过程中土体与桶形基础的相互作用[J]. 岩土力学, 2003, 24(6): 877–881. (WANG Geng-sun, KONG Ling-wei, YANG Jia-ling, et al. Interaction between soil mass and bucket foundation in suction sinking process of single bucket[J]. Rock and Soil Mechanics, 2003, 24(6): 877–881. (in Chinese))
    [10]
    曹耀峰. 粉土地基下桶形基础沉贯试验研究及工程应用[J]. 黄渤海海洋, 2000, 18(4). (CHAO Yao-feng. Bucket foundation penetration test study and its application in the engineering[J]. Journal of Oceanography of Huanghai & Bohai Seas, 2000, 18(4). (in Chinese))
    [11]
    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, 2004, 128(11): 926–939.
    [12]
    HOULSBY G T, KELLY R B, HUXTABLE J, et al. Field trials of suction caissons in sand for off shore wind turbine foundations[J]. Géotechnique, 2006, 56(1): 3–10.
    [13]
    HOULSBY G T. Geotechnical model testing-sleipner vest project[D]. University of Oxford. 1995.
    [14]
    MANGAL J K, HOULSBY G T. Partially-drained loading of shallow foundations on sand. OTC 10991. 1999.
    [15]
    BYRNE B W. Investigations of suction caissons in dense sand [D]. Oxford: University of Oxford, 2000.
    [16]
    栾茂田, 范庆来, 杨 庆. 非均质软土地基上吸力式沉箱抗拔承载力数值分析[J]. 岩土工程学报, 2007, 29(7): 1054–1059. (LUAN Mao-tian, FAN Qing-lai, YANG Qing. Numerical analysis of ultimate pull-out resistance of suction caissons in inhomogeneous soft foundation[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1054–1059. (in Chinese))
    [17]
    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 characteristic of the bearing capacity of bucket foundation[J]. Chinese Journal of Rock Mechanic and Engineering, 2005, 24(7): 1169–1172. (in Chinese))
    [18]
    王 晖, 王乐芹, 周 锡, 等. 软黏土中桶形基础的上限法极限分析模型及其计算[J]. 天津大学学报, 2006, 39(3): 273–279. (WANG Hui, WANG Le-qin, ZHOU Xi, et al. Limit analysis and calculation for bucket foundation embedded in soft clay based on the upper-bound theorem[J]. Journal of Tianjin University, 2006, 39(3): 273–279. (in Chinese))
    [19]
    矫滨田, 鲁晓兵, 赵 京, 等. 吸力式桶形基础抗拔承载力特性试验研究[J]. 中国海洋平台, 2006, 21(3). (JIAO Bin-tian, LU Xiao-bing, ZHAO Jing, et al. Test research of uplift capacity of caisson foundation[J]. China Offshore Platform, 2006, 21(3). (in Chinese))
    [20]
    LEBLANC C. Design of offshore wind turbine support structures[D]. Denmark: Technical University of Denmark, 2004.
    [21]
    JIA G W, ZHAN L T, CHEN Y M, et al. Performance of a large-scale slope model subjected to rising and lowering water levels[J]. Engineering Geology, 2009, 106(12): 92–103.
    [22]
    朱 斌, 朱瑞燕, 罗 军, 等. 海洋高桩基础水平大变位性状模型试验研究[J]. 岩土工程学报, 2010, 32(4). (ZHU Bin, ZHU Rui-yan, LUO Jun, et al. Model tests on characteristics of ocean and offshore elevated piles with large lateral deflection[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4) .(in Chinese)).
    [23]
    HOULSBY G T, BYRNE B W. Design procedures for installation of suction caisson in clay and other materials[J]. Geotechnical Engineering, 2005, 158(2): 75–82.
    [24]
    DNV. Foundations, classification notes[R]. Hovik: Det Norske Veritas, 1992, 30(4).
    [25]
    LEHANE B A, SCHNEIDER J A, XU X. The UWA-05 method for prediction of axial capacity of driven piles in sand. Frontiers in offshore geotechnics: ISFOG 2005[R]. London:Taylor and Francis Group, 2005.
    [26]
    FINNNIE I M S. Performance of shallow foundations in calcareous soils[D]. Perth: University of Western Australia, 1993.
    [27]
    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.
    [28]
    KELLY R B, HOULSBY G T, BYRNE B W. A comparison of field and laboratory tests of caisson foundations in sand and clay[J]. Geotechnique, 2006, 56(9): 617–626
    • Related Articles

  • Related Articles

    [1]YANG Guang-hua, JIANG Yan, ZHANG Yu-cheng, WANG En-qi. New method for determination of bearing capacity of soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 597-603. DOI: 10.11779/CJGE201404001
    [2]ZHANG Xin, YUE Jin-chao, LIU Ming-liang, LIU Han-dong. Uplifting behavior and bearing capacity of plate anchors in sand[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1734-1739.
    [3]Centrifugal model tests on bearing capacity of uplift piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [4]WANG Lizhong, SHU Heng. Pullout capacity of deeply embedded plate anchors in undrained clay[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 829-836.
    [5]HUANG Maosong, LI Jianjun, WANG Weidong, CHEN Zheng. Loss ratio of bearing capacity of uplift piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1291-1297.
    [6]HUANG Maosong, REN Qing, WANG Weidong, CHEN Zheng. Analysis for ultimate uplift capacity of tension piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1689-1695.
    [7]Gong Weiming, Jiang Yongsheng, Zhai Jin. Self-balanced loading test for pile bearing capacity[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 532-536.
    [8]Liu Chun. Experimental research on bearing capacity of belled pile in weak soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 40-44.
    [9]Xie Yao feng. Behavior  and  Bearing  Capacity  of  Laterally  Loaded  Pile  Groups[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(6): 43-49.
    [10]Wei Jie. Theoretical Method for Determining the Bearing Capacity of Pile from Static Cone Penetration[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 103-111.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1255) PDF downloads (771) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return