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Volume 37 Issue 11
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ZHOU Long, LIU Run, ZHANG Jin-feng, GUO Shao-zeng. Stick-up stability of large-diameter steel pipe pile considering combined wave-current loads[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 1992-1999. DOI: 10.11779/CJGE201511008
Citation: ZHOU Long, LIU Run, ZHANG Jin-feng, GUO Shao-zeng. Stick-up stability of large-diameter steel pipe pile considering combined wave-current loads[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 1992-1999. DOI: 10.11779/CJGE201511008
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Stick-up stability of large-diameter steel pipe pile considering combined wave-current loads

  • 1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China;
    2. Key Laboratory of Port Geotechnical Engineering, Ministry of Transport, Tianjin 300222, China

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  • Received Date: September 07, 2014
  • Published Date: November 19, 2015
    Graphical Abstract
    • Abstract
  • With the increase of water depth in marine construction projects, characteristics of large diameter and deep penetration appear in the steel pipe piles used for jacket platform. Because the bearing capacity of piles is improved, constructions of piles become more difficult. It results in the need of hammers with larger blow energy and higher demand for safety in pile driving. The stick-up stability of piles is the first important part in the analysis of pile driving. Considering the transient characteristics of hammer load, a dynamic method is adopted to calculate the wave and current loads, and a dynamic simulation method is proposed to analyze the stick-up stability of pipe piles. The results show that the calculation of stick-up using the API code, which is different from the transient process and considers the long-term effect of load, is conservative. The API code can be used to check the stick-up stability of piles, and the strength reduction factor can be magnified 1.5 times.
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    • References (11)
  • [1]
    BRANDTZAEG A, HARBOE E. Buckling tests of slender steel piles in soft, quick clay[C]// Proc of the 4th Intern Conference on Soil Mechanics and Foundation Engineering. London, 1957: 19-23.
    [2]
    American Petroleum Institute. Recommended practice for planning, designing and constructing fixed offshore platforms[M]. Washington D C: API Recommended Practice 2A-WSD (RP2A-WSD), 2000.
    [3]
    陈 波, 闫澍旺, 樊之夏. 桩基平台桩的可打入性和自由站立强度分析[J]. 中国海上油气（工程）, 2001, 13(6): 1-5. (CHEN Bo, YAN Shu-wang, FAN Zhi-xia. Driveability and freestanding analysis of steel pile of offshore platform[J]. China Offshore Oil and Gas(Engineering), 2001, 13(6): 1-5. (in Chinese))
    [4]
    刘 润, 禚瑞花, 闫澍旺, 等. 超长桩施工中桩身稳定性的三维非线性有限元分析[J]. 天津大学学报, 2006, 39(3): 257-263. (LIU Run, ZHUO Rui-hua, YAN Shu-wang, et al. Nonlinear 3D finite element method analysis for stability of pile stick-up during driving[J]. Journal of Tianjin University, 2006, 39(3): 257-263. (in Chinese))
    [5]
    刘 润, 闫澍旺, 毛永华, 等. 海洋工程中桩身自由站立稳定性影响因素分析[J]. 海洋工程, 2006, 24(3): 6-13. (LIU Run, YAN Shu-wang, MAO Yong-hua, et al. Study on influence factors for pile stick-up stability in ocean engineering[J]. The Ocean Engineering, 2006, 24(3): 6-13. (in Chinese))
    [6]
    高喜峰, 刘 润, 谭振东, 等. 基于桩土相互作用的桩体自沉及屈曲稳定性研究[J]. 中国造船, 2012, 53(2): 113-121. (GAO Xi-feng, LIU Run, TAN Zhen-dong, et al. Study on pile self-penetration and buckling stability considering interaction between pile and subsoil[J]. Shipbuilding of China, 2012, 53(2): 113-121. (in Chinese))
    [7]
    JTS 145—2—2013 海港水文规范[S]. 2013. (JTS 145—2—2013 Code of hydrology for sea harbour[S]. 2013. (in Chinese))
    [8]
    JTS 144—1—2010 港口工程荷载规范[S]. 2010. (JTS 144—1—2010 Load code for harbour engineering[S]. 2013. (in Chinese))
    [9]
    郭玉树, 阿布达, 雷赫曼. 用循环三轴试验分析海上风力发电机单桩基础侧向位移[J]. 岩土工程学报, 2009, 31(11): 1729-1734. (GUO Yu-shu, ACHMUS M, ABDEL- RAHMAN K. Estimation of lateral deformation of monopile foundations by use of cyclic triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1729-1734. (in Chinese))
    [10]
    MORISON J R, JOHNSON J W. The forces exerted by surface wave on piles[J]. Journal of Petroleum Technology, 1950, 2(5): 149-154.
    [11]
    American Petroleum Institute. Recommended practice for planning, designing and constructing fixed offshore platforms[M]. API Recommended Practice 2A-LRFD (RP2A-LRFD), 1993.
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