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 40 Issue 9
Turn off MathJax
Article Contents
Abstract
References
Related Articles
WANG Teng, DU Bao-ping. Analytical solution for penetration response of steel catenary riser at touchdown zone on bilinear seabed[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1676-1683. DOI: 10.11779/CJGE201809014
Citation: WANG Teng, DU Bao-ping. Analytical solution for penetration response of steel catenary riser at touchdown zone on bilinear seabed[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1676-1683. DOI: 10.11779/CJGE201809014
shu

Analytical solution for penetration response of steel catenary riser at touchdown zone on bilinear seabed

  • Department of Offshore Engineering, China University of Petroleum, Qingdao 266580, China

More Information
  • Received Date: June 07, 2017
  • Published Date: September 24, 2018
    Graphical Abstract
    • Abstract
  • The pipe-soil interaction at touchdown zone (TDZ) of steel catenary riser (SCR) has important influences on the penetration depth and fatigue life of pipelines. A model considering non-linearity of soil stiffness is established by using bilinear linear soil stiffness approximation of p-y curve. The model reflects the characteristics of the soil stiffness deceasing with the increase of the penetration depth of the pipelines. The differential equation for pipelines is established and the analytic expression for the penetration response of pipelines in static state is obtained based on boundary conditions. After justifying the correctness of the model, four factors that influence the penetration response of pipelines are analyzed: the shear strength of mudline, the gradient of soil shear strength, the external bending moment load and the weight of pipelines. The results show that the penetration depth of pipelines increases with the decrease of the shear strength of mudline and the gradient of the soil shear strength. And if the external bending moment load increases, the penetration depth of pipelines will increase and the maximum shear force will also increase. Due to the increase of weight of pipelines, the penetration depth of pipelines and bending moment will increase.
    • FullText(HTML)
    • References (14)
  • [1]
    WHITE D J, RANDOLPH M F.Seabed characterisation and models for pipeline-soil interaction[J]. International Journal of Offshore and Polar Engineering, 2007, 17(3): 193-204.
    [2]
    THETI R.Soil interaction effects on simple-catenary riser response[J]. Pipes & Pipelines International, 2001, 46(3): 15-24.
    [3]
    WILLIS N R T, WEST P T J. Interaction between deepwater catenary risers and a soft seabed: large scale sea trials[C]// Offshore Technology Conference. Houston, 2001.
    [4]
    ELOSTA H, INCECIK A, HUANG S.Seabed interaction modeling effects on the global response of catenary pipeline: a case study[J]. American Society of Mechanical Engineers, 2014, 136(3): 52-68.
    [5]
    BRIDGE C, LAVER K, CLUKEY E, EVANS T.Steel catenary riser touchdown point vertical interaction models[C]// Offshore Technology Conference. Houston, 2004.
    [6]
    AUBENY C P, BISCONTIN G.Seafloor-riser interaction model[J]. International Journal of Geomechanics, 2009, 9: 133-141
    [7]
    LENCI S, CALLEGARI M.Simple analytical models for the J-lay problem[J]. Acta Mechanica, 2005, 178(1): 23-39.
    [8]
    REZAZADEH K, 陆钰天, 白勇, 等. 钢悬链线立管与海底相互作用和疲劳分析[J]. 哈尔滨工程大学学报, 2014, 35(2): 155-160.
    (REZAZADEH K, LU Yu-tian, BAI Yong, et al.The interaction between the steel catenary riser and the seabed and the analysis of fatigue[J]. Journal of Harbin Engineering University, 2014, 35(2): 155-160. (in Chinese))
    [9]
    YUAN F, RANDOLPH M F, WANG L Z, et al.Refined analytical models for pipe-lay on elasto-plastic seabed[J]. Applied Ocean Research, 2014, 48(4): 292-300.
    [10]
    HETENYI M.Beams on elastic foundation[M]. Ann Arbor: University of Michigan Press, 1946.
    [11]
    SHIRI H.Influence of seabed trench formation on fatigue performance of steel catenary risers in touchdown zone[J]. Marine Structures, 2014, 36: 1-20.
    [12]
    AUBENY C P, SHI H, MURFF J D.Collapse loads for a cylinder embedded in trench in cohesive soil[J]. International Journal of Geomechanics, 2005, 5(4): 320-325.
    [13]
    RANDOLPH M F, WHITE D.Pipeline embedment in deep water: processes and quantitative assessment[C]// Offshore Technology Conference. Houston, 2008.
    [14]
    BRIDGE C.Effects of seabed interaction on steel catenary risers[D]. Surrey: University of Surrey, 2005.
    • Related Articles

  • Related Articles

    [1]GUO Wanli, CAI Zhengyin, ZHU Jungao. Three state variables-related constitutive model for coarse-grained soil[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(2): 234-242. DOI: 10.11779/CJGE20230372
    [2]ZHAO Shougang, LI Na, HE Xianfeng. Experimental study on mechanical properties and constitutive relation of CSG materials[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 230-233, 248. DOI: 10.11779/CJGE2023S10033
    [3]YANG Jun-tang, LIU Yuan-xue, ZHENG Ying-ren, HE Shao-qi. Deep mining of big data and model tests on dilatancy characteristics of dilatant soils[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 513-522. DOI: 10.11779/CJGE202003013
    [4]SHI Yu-cheng, QIU Guo-rong. Constitutive relation of seismic subsidence of loess based on microstructure[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 7-11.
    [5]ZHOU Jianting, LIU Yuanxue. Constitutive model for isotropic damage of geomaterial[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1636-1641.
    [6]YIN Zongze, ZHOU Jian, CHIU C F, YUAN Junping, ZHANG Kunyong. Constitutive relations and deformation calculation for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 137-146.
    [7]CHEN Guoxing, ZHUANG Haiyang. Developed nonlinear dynamic constitutive relations of soils based on Davidenkov skeleton curve[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 860-864.
    [8]LIU Yachen, CAI Yongqing, LIU Quansheng, WU Yushan. Thermal-hydraulic-mechanical coupling constitutive relation of rock mass fracture interconnectivity[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 196-200.
    [9]Miao Tiande, Liu Zhongyu, Ren Jiusheng. Deformation mechanism and constitutive relation of collapsible loess[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 383-387.
    [10]Zhong Xiaoxiong, Yuan Jianxin. Microfabrics and Constitutive Relations of Granular Materials[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(S1): 39-48.
    • Supplements (0)

  • Cited by

    Periodical cited type(2)

    1. 董伟，郭珉均. 砒砂岩水泥基复合材料研究现状. 内蒙古科技大学学报. 2024(02): 163-166+171 .
    2. 蒋飞，王丽艳，刘涛，余曜宏，王炳辉，农珍珍. 考虑时间效应的钢渣填料动力特性与微观结构研究. 防灾减灾工程学报. 2024(04): 940-951 .

    Other cited types(3)

Catalog

    Get Citation
    PDF
    XML
    Article views (287) PDF downloads (135) Cited by(5)
    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