• 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
LI Sa, WANG Yao-cun, WU Qiu-yun, JIANG Hua, ZHOU Yang-rui. Penetration depth prediction of spudcan in sand based on CPTU data[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 301-306. DOI: 10.11779/CJGE201402005
Citation: LI Sa, WANG Yao-cun, WU Qiu-yun, JIANG Hua, ZHOU Yang-rui. Penetration depth prediction of spudcan in sand based on CPTU data[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 301-306. DOI: 10.11779/CJGE201402005

Penetration depth prediction of spudcan in sand based on CPTU data

More Information
  • Received Date: April 27, 2013
  • Published Date: February 20, 2014
  • With the development of offshore engineering, jack-ups have moved into deeper and harsher environment, hence increasing need to understand the behaviors of jack-ups and to develop more reliable analysis techniques. In order to improve the prediction accuracy, based on the characteristics of the spudcan penetration in sand, the spherical cavity expansion theory is used to analyze the penetration resistance of spudcan under no backflow condition. At the same time, this method is also used to present cone tip resistance of CPTU. According to the analytical solutions, the relationship between spudcan penetration resistance and cone resistance of CPTU is established. In order to verify the reliability of the relationship, the spudcan penetration depths of six jack-ups in South China Sea are predicted by using the traditional method and the proposed method respectively. The predicted results are compared with the measured data. It is shown that the results by the proposed method are in better agreement with the measured data than those by the traditional method commonly used today.
  • [1]
    窦培林, 杜训柏. 基于断裂力学的老龄化自升式平台可靠性分析[J]. 江苏科技大学学报(自然科学版), 2009, 23(5): 383-386. (DOU Pei-lin, DU Xun-bai. Reliability analysis of aged jack-up structures based on fracture mechanics[J]. Journal of Jiangsu University of Science and Technology (Natural Science), 2009, 23(5): 383-386. (in Chinese))
    [2]
    郑喜耀. 自升式钻井平台插桩深度计算及几个问题的探[J].中国海上油气, 2000, 12(2): 18-21. (ZHENG Xi-yao. Jack-up drilling platforms and several issues of the inserted depth of the pile calculation[J]. China Offshore Oil and Gas, 2002, 12(2): 18-21. (in Chinese))
    [3]
    SHARPLES B P M, BENNETT Jr W T, TRICKEY J C. Risk analyses of jack-up rigs[C]// Proceedings of 2nd International Conference on the Jack-Up Drilling Platform. Singapore, 1989: 101-123.
    [4]
    MORANDI A C, FRIEZE P A, BIRKINSHAW M, et al. Reliability of fixed and jack-up structures: a comparative study[C]// Proceeding of BOSS’97 Behaviour of Offshore Structures. Delft: Delft University of Technology, 1997: 111-126.
    [5]
    SNAME. Guidelines for site specific assessment of mobile jack-up units[S]. 1997.
    [6]
    SNAME. Guidelines for site specific assessment of mobile jack-up units[S]. 2002.
    [7]
    HOULSBY G T, MARTIN C M. Undrained bearing capacity factors for conical footing on clay[J]. Géotechnique, 2003, 53(5): 513-520.
    [8]
    HOSSAIN M S, RANDOLPH M. New mechanism-based design approach for spudcan foundations on single layer clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(9): 1264-1274.
    [9]
    THO K, LEUNG C, CHOW Y, et al. Eulerian finite-element technique for analysis of jack-up spudcan penetration[J]. International Journal of Geomechanics, 2012, 12(1): 64-73.
    [10]
    LEE J, RANDOLPH M. Penetrometer-based assessment of spudcan penetration resistance[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137(6): 587-596.
    [11]
    BIENEN B, PUCKER T, HENKE S. Cone penetrometer -based spudcan penetration prediction in uncemented carbonate sand[C]// Offshore Technology Conference, 23002-MS, Houston, 2012.
    [12]
    曹 权, 施建勇, 雷国辉, 等. 基于波速孔压静力触探试验计算软土中静压桩的单桩极限承载力[J]. 岩土工程学报, 2012, 34(1): 51-57. (CAO Quan, SHI Jian-yong, LEI Guo-hui, et al. Calculation of ultimate bearing capacity of jacked-in piles in soft soil based on seismic piezocone penetration tests[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 51-57. (in Chinese))
    [13]
    陆凤慈, 曲延大, 廖明辉, 等. 海上静力触探(CPT)测试技术 的发展现状和应用[J]. 海洋技术, 2004, 23(4): 32-36. (LU Feng-ci, QU Yan-da, LIAO Ming-hui, et al. The development status and application of in situ penetration test technology[J]. Ocean Technology, 2004, 23(4): 32-36. (in Chinese))
    [14]
    吴波鸿. 静力触探在渤海某海上平台场址工程勘察中的应用研究[D]. 武汉: 中国地质大学, 2008. (WU Bo-hong. The application of cone penetration test in Bohai offshore platform site investigation[D]. Wuhan: China University of Geosciences, 2008. (in Chinese))
    [15]
    CAI Guo-jun, LIU Song-yu, ANAND J P. Reliability assessment of CPTU-based pile capacity predictions in soft clay deposits[J]. Engineering Geology, 2012, 141/142: 84-91.
    [16]
    蔡国军, 刘松玉. 基于CPTU 测试的桩基承载力预测新方法[J]. 岩土工程学报, 2010, 32(增刊2): 479-482. (CAI Guo-jun, LIU Song-yu. New method based on CPTU data to evaluate pile bearing capacity[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S2): 479-482. (in Chinese))
    [17]
    蔡国军, 刘松玉, ANAND J P, 等. 基于CPTU 测试的桩基承载力可靠性分析[J]. 岩土工程学报, 2011, 33(3): 404-412. (CAI Guo-jun, LIU Song-yu, ANAND J P, et al. Reliability assessment of bearing capacity of pile foundation based on CPTU data[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 404-412. (in Chinese))
    [18]
    俞 峰, 杨 俊. 砂土钢管桩承载力的静力触探设计方法[J]. 岩土工程学报, 2011, 33(增刊2): 349-354. (YU Feng, YANG Jun. Design methods for bearing capacity of steel pipe piles driven in sand by means of cone penetration tests[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S2): 349-354. (in Chinese))
    [19]
    LUNNE T, ROBERTSON P K, POWELL J J M. Cone penetration testing in geotechnical practice[M]. London: Blackie Academic & Professional, 1997: 50-56.
    [20]
    YU Hai-sui. Cavity expansion methods in geomechanics[M]. Netherlands: Kluwer Academic Publishers, 2000.
    [21]
    李永盛, 高广运. 环境岩土工程理论与实践[M]. 上海: 同济大学出版社, 2002. (LI Yong-sheng, GAO Guang-yun. Theory and practice in environmental Geotechnics[M]. Shanghai: Tongji University Press, 2002. (in Chinese))
    [22]
    SKEMPTON A W. The bearing capacity of clays[M]. London: Building Research Congress, 1951.
    [23]
    YOUNG A G, REMMES B D, MEYER B J. Foundation performance of offshore jack-up drilling rigs[J]. Journal of Geotechnical Engineering, 1984, 110(7): 841-859.

Catalog

    Article views (411) PDF downloads (408) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return