Volume 39 Issue 4
Aug.  2025
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2025  >  39(4): 523-529
Zhang Junjing, Jiang Rui. Numerical analysis of bearing capacity and conversion coefficient calculation of O-cell test of pipe pile in marine soft clay foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 523-529. doi: 10.20265/j.cnki.issn.1007-2993.2024-0124
Citation: Zhang Junjing, Jiang Rui. Numerical analysis of bearing capacity and conversion coefficient calculation of O-cell test of pipe pile in marine soft clay foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 523-529. doi: 10.20265/j.cnki.issn.1007-2993.2024-0124
shu

Numerical analysis of bearing capacity and conversion coefficient calculation of O-cell test of pipe pile in marine soft clay foundation

doi: 10.20265/j.cnki.issn.1007-2993.2024-0124

  • School of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, Henan, China

  • Received Date: 2024-03-20
  • Accepted Date: 2024-10-29
  • Rev Recd Date: 2024-09-05
  • Publish Date: 2025-08-08
    Abstract
  • Compared with traditional methods, O-cell test has unique advantages for some special sites, especially in the offshore pile foundation testing. To study the load transfer characteristics of the O-cell method for testing piles in coastal soft soil foundation, and analyze the influence of pile parameters on the conversion coefficient, this paper established the pile-soil numerical model to simulate the O-cell and traditional pile testing processes. The finite element method and equal displacement method were combined to calculate the conversion coefficient and ultimate bearing capacity, and the influence of pile parameters on the conversion coefficient was discussed. The research results indicate that the error between the equivalent conversion ultimate bearing capacity calculated by introducing the equal displacement method into the O-cell pile-soil model and the calculation results of the surcharge method is within 0.5%, and the O-cell conversion coefficient can be accurately calculated. The increase of the length and diameter of the pipe pile will significantly improve the bearing capacity of the pile foundation, and the pile parameters have a significant impact on the O-cell conversion coefficient and the ultimate bearing capacity of the pile foundation.

     

    • FullText(HTML)
  • loading
    • References(18)
  • [1]
    龚维明, 黄 挺, 戴国亮. 海上风电机高桩基础关键参数试验研究[J]. 岩土力学,2011,32(S2):115-121. (GONG W M, HUANG T, DAI G L. Experimental study of key parameters of high piled foundation for offshore wind turbine[J]. Rock and Soil Mechanics,2011,32(S2):115-121. (in Chinese)

    GONG W M, HUANG T, DAI G L. Experimental study of key parameters of high piled foundation for offshore wind turbine[J]. Rock and Soil Mechanics, 2011, 32（S2）: 115-121. (in Chinese)
    [2]
    LI X J, DAI G L, ZHU M X, et al. Application of static loading tests to steel pipe piles with large diameters in Chinese offshore wind farms[J]. Ocean Engineering,2019,186:106041. doi: 10.1016/j.oceaneng.2019.05.023
    [3]
    徐 江, 龚维明, 张 琦, 等. 大口径钢管斜桩竖向承载特性数值模拟与现场试验研究[J]. 岩土力学,2017,38(8):2434-2440,2447. (XU J, GONG W M, ZHANG Q, et al. Numerical simulation and field test study on vertical bearing behavior of large diameter steel of inclined piles[J]. Rock and Soil Mechanics,2017,38(8):2434-2440,2447. (in Chinese)

    XU J, GONG W M, ZHANG Q, et al. Numerical simulation and field test study on vertical bearing behavior of large diameter steel of inclined piles[J]. Rock and Soil Mechanics, 2017, 38（8）: 2434-2440,2447. (in Chinese)
    [4]
    贺志军, 雷皓程, 夏张琦, 等. 多层软土地基中单桩沉降与内力位移分析[J]. 岩土力学,2020,41(2):655-666. (HE Z J, LEI H C, XIA Z Q, et al. Analysis of settlement and internal force displacement of single pile in multilayer soft soil foundation[J]. Rock and Soil Mechanics,2020,41(2):655-666. (in Chinese)

    HE Z J, LEI H C, XIA Z Q, et al. Analysis of settlement and internal force displacement of single pile in multilayer soft soil foundation[J]. Rock and Soil Mechanics, 2020, 41（2）: 655-666. (in Chinese)
    [5]
    LI L, LAI N, ZHAO X F, et al. A generalized elastoplastic load-transfer model for axially loaded piles in clay: incorporation of modulus degradation and skin friction softening[J]. Computers and Geotechnics,2023,161:105594. doi: 10.1016/j.compgeo.2023.105594
    [6]
    胡利文, 娄学谦, 周 密, 等. 海上风电钢管桩自平衡法现场试验研究[J]. 海洋工程,2023,41(1):141-151. (HU L W, LOU X Q, ZHOU M, et al. Static load study on in-situ steel pipe pile for offshore wind farm using self-balancing method[J]. The Ocean Engineering,2023,41(1):141-151. (in Chinese)

    HU L W, LOU X Q, ZHOU M, et al. Static load study on in-situ steel pipe pile for offshore wind farm using self-balancing method[J]. The Ocean Engineering, 2023, 41（1）: 141-151. (in Chinese)
    [7]
    BACH D, VAN GELDER P. Incorporating set-up into LRFD method for drilled shafts[J]. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards,2014,8(2):81-91. doi: 10.1080/17499518.2013.817156
    [8]
    蒋益平, 杨 敏, 熊巨华. 自平衡试桩荷载-沉降曲线的解析算法[J]. 岩石力学与工程学报,2006,25(S1):3258-3264. (JIANG Y P, YANG M, XIONG J H. Analytical equation of loading-settlement curve under o-cell pile testing method[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(S1):3258-3264. (in Chinese) doi: 10.3321/j.issn:1000-6915.2006.z1.103

    JIANG Y P, YANG M, XIONG J H. Analytical equation of loading-settlement curve under o-cell pile testing method[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25（S1）: 3258-3264. (in Chinese) doi: 10.3321/j.issn:1000-6915.2006.z1.103
    [9]
    聂如松, 冷伍明, 魏 巍. 自平衡试桩法一种等效转换方法[J]. 岩土工程学报,2011,33(S2):188-191. (NIE R S, LENG W M, WEI W. Equivalent conversion method for self-balanced tests[J]. Chinese Journal of Geotechnical Engineering,2011,33(S2):188-191. (in Chinese)

    NIE R S, LENG W M, WEI W. Equivalent conversion method for self-balanced tests[J]. Chinese Journal of Geotechnical Engineering, 2011, 33（S2）: 188-191. (in Chinese)
    [10]
    李小娟, 戴国亮, 龚维明, 等. 砂性土中自平衡试验转换系数取值研究[J]. 岩土力学,2016,37(S1):659-668. (LI X J, DAI G L, GONG W M, et al. Research on conversion factor of self-balanced loading test in sandy soil[J]. Rock and Soil Mechanics,2016,37(S1):659-668. (in Chinese)

    LI X J, DAI G L, GONG W M, et al. Research on conversion factor of self-balanced loading test in sandy soil[J]. Rock and Soil Mechanics, 2016, 37（S1）: 659-668. (in Chinese)
    [11]
    李小娟, 陈雪奖, 戴国亮, 等. 黏性土中钻孔灌注桩自平衡转换系数取值研究[J]. 岩土力学,2016,37(S1):226-232,262. (LI X J, CHEN X J, DAI G L, et al. Research on conversion coefficient of cast-in-situ pile in clay in self-balanced loading test[J]. Rock and Soil Mechanics,2016,37(S1):226-232,262. (in Chinese)

    LI X J, CHEN X J, DAI G L, et al. Research on conversion coefficient of cast-in-situ pile in clay in self-balanced loading test[J]. Rock and Soil Mechanics, 2016, 37（S1）: 226-232,262. (in Chinese)
    [12]
    LIU Y L, LIU Z J, XU J, et al. Study on model test of the new O-cell load test method with two loading directions[J]. Structures,2023,53:1225-1238. doi: 10.1016/j.istruc.2023.04.094
    [13]
    SHARMA A, KHALAF K. Value engineering of bored pile foundations in sandy soil in the middle east using O-cell test results[J]. Innovative Infrastructure Solutions,2023,8(8):220. doi: 10.1007/s41062-023-01190-x
    [14]
    中华人民共和国住房和城乡建设部. 建筑基桩自平衡静载试验技术规程: JGJ/T 403–2017[S]. 北京: 中国建筑工业出版社, 2017. (Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical specification for static loading test of self-balanced method of building foundation piles: JGJ/T 403–2017[S]. Beijing: China Architecture & Building Press, 2017. (in Chinese)

    Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical specification for static loading test of self-balanced method of building foundation piles: JGJ/T 403–2017[S]. Beijing: China Architecture & Building Press, 2017. (in Chinese)
    [15]
    交通运输部. 基桩静载试验 自平衡法: JT/T 738–2009[S]. 北京: 人民交通出版社, 2009. (Ministry of Transport of the People’s Republic of China. Static loading test of foundation pile——Self-balanced method: JT/T 738–2009[S]. Beijing: China Communications Press, 2009. (in Chinese)

    Ministry of Transport of the People’s Republic of China. Static loading test of foundation pile——Self-balanced method: JT/T 738–2009[S]. Beijing: China Communications Press, 2009. (in Chinese)
    [16]
    COMODROMOS E M, PAPADOPOULOU M C, RANDOLPH M F. Improved relationships for the pile base response in clayey soils[J]. Journal of Geotechnical and Geoenvironmental Engineering,2021,147(10):04021095. doi: 10.1061/(ASCE)GT.1943-5606.0002606
    [17]
    中华人民共和国住房和城乡建设部. 预应力混凝土管桩技术标准: JGJ/T 406–2017[S]. 北京: 中国建筑工业出版社, 2017. (Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical standard for prestressed concrete pipe pile: JGJ/T 406–2017[S]. Beijing: China Architecture & Building Press, 2017. (in Chinese)

    Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical standard for prestressed concrete pipe pile: JGJ/T 406–2017[S]. Beijing: China Architecture & Building Press, 2017. (in Chinese)
    [18]
    国家市场监督管理总局, 国家标准化管理委员会. 先张法预应力混凝土管桩: GB/T 13476−2023[S]. 北京: 中国标准出版社, 2023. (State Administration for Market Regulation, Standardization Administration of the People’s Republic of China. Pretensioned spun concrete piles: GB/T 13476−2023[S]. Beijing: Standards Press of China, 2023. (in Chinese)

    State Administration for Market Regulation, Standardization Administration of the People’s Republic of China. Pretensioned spun concrete piles: GB/T 13476−2023[S]. Beijing: Standards Press of China, 2023. (in Chinese)
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(10)  / Tables(3)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (1) PDF downloads(0) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net; ytgcjs@vip.163.com

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return