2023 Vol. 39, No. 10
Article Contents

XU Xingyu, QI Jingjing, XU Jishang, LIU Fuxing, LI Jianing, WANG Weibin, XU Tao, ZHANG Yaxin. Influence of submarine pipeline vibration on soil liquefaction under random wave[J]. Marine Geology Frontiers, 2023, 39(10): 93-100. doi: 10.16028/j.1009-2722.2022.170
Citation: XU Xingyu, QI Jingjing, XU Jishang, LIU Fuxing, LI Jianing, WANG Weibin, XU Tao, ZHANG Yaxin. Influence of submarine pipeline vibration on soil liquefaction under random wave[J]. Marine Geology Frontiers, 2023, 39(10): 93-100. doi: 10.16028/j.1009-2722.2022.170

Influence of submarine pipeline vibration on soil liquefaction under random wave

  • The interaction of submarine pipeline, soil, and water strongly affects the stability of submarine pipeline. However, the research on the change of soil properties around submarine pipeline under wave action is insufficient. The response of excess pore water pressure under wave load and pipeline vibration was studied in a series of laboratory wave flume tests. Results show that the existence of pipeline increased the accumulative pore water pressure of soil, thus enhancing the liquefaction potential of seabed. The pipeline vibration increased the accumulation degree of excess pore water pressure. In addition, wave conditions alter the response of seabed to the excess pore water pressure, namely, the increase of wave height intensify the accumulative pore water pressure. This study provided a guide to studying the pipe–soil-mass interaction and the submarine pipeline maintenance.

  • 加载中
  • [1] 邓海峰. 随机波浪作用下海底管线和海床相互作用研究[D]. 大连: 大连理工大学, 2014.

    Google Scholar

    [2] BLEVINS R D,SAUNDERS H. Flow induced vibration[J]. Journal of Mechanical Design,1979,101(1):6. doi: 10.1115/1.3454027

    CrossRef Google Scholar

    [3] MANAN A,KAMAL K,RATLAMWALA T A H,et al. Failure classification in natural gas pipe-lines using artificial intelligence:a case study[J]. Energy Reports,2021,7:7640-7647. doi: 10.1016/j.egyr.2021.10.093

    CrossRef Google Scholar

    [4] FORAY P,BONJEAN D,MICHALLET H,et al. Fluid-soil-structure interaction in liquefaction around a cyclically moving cylinder[J]. Journal of Waterway,Port,Coastal,and Ocean Engineering,2006,132(4):289-299.

    Google Scholar

    [5] XU J S,XU X Y,ZHANG Y Q,et al. Experimental study on the influence of pipeline vibration on silty seabed liquefaction[J]. Water,2022,14(11):1782. doi: 10.3390/w14111782

    CrossRef Google Scholar

    [6] SUMER B M,HATIPOGLU F,FREDSØE J,et al. The sequence of sediment behaviour during wave-induced liquefaction[J]. Sedimentology,2006,53(3):611-629. doi: 10.1111/j.1365-3091.2006.00763.x

    CrossRef Google Scholar

    [7] MÖRZ T,KARLIK E A,KREITER S,et al. An experimental setup for fluid venting in unconsolidated sediments:new insights to fluid mechanics and structures[J]. Sedimentary Geology,2007,196(1/4):251-267.

    Google Scholar

    [8] Pipeline Flotation Research Council. ASCE preliminary research on pipeline flotation[J]. Journal of the Pipeline Division,1966,92(1):27-74. doi: 10.1061/JPLEAZ.0000096

    CrossRef Google Scholar

    [9] CHRISTIAN J T, TAYLOR P K, YEN J K C, et al. Large diameter underwater pipe line for nuclear power plant designed against soil liquefaction[C]//Proceedings of the Sixth Annual Offshore Technology Conference. Houston: Offshore Technology Conference, 1974: 597-606.

    Google Scholar

    [10] SUMER B M,TRUELSEN C,FREDSOE J. Liquefaction around pipelines under waves[J]. Journal of Waterway,Port,Coastal,and Ocean Engineering,2006,132(4):266-275.

    Google Scholar

    [11] DUNN S L,VUN P L,CHAN A H C,et al. Numerical modeling of wave-induced liquefaction around pipelines[J]. Journal of Waterway,Port,Coastal,and Ocean Engineering,2006,132(4):276-288.

    Google Scholar

    [12] ZHOU X L,ZHANG J,GUO J J,et al. Cnoidal wave induced seabed response around a buried pipeline[J]. Ocean Engineering,2015,101:118-130. doi: 10.1016/j.oceaneng.2015.04.032

    CrossRef Google Scholar

    [13] ZHAO H Y,JENG D S,LIAO C C. Parametric study of the wave-induced residual liquefaction around an embedded pipeline[J]. Applied Ocean Research,2016,55:163-180. doi: 10.1016/j.apor.2015.12.005

    CrossRef Google Scholar

    [14] LIANG Z D,JENG D S,LIU J W. Combined wave–current induced seabed liquefaction around buried pipelines:design of a trench layer[J]. Ocean Engineering,2020,212:107764. doi: 10.1016/j.oceaneng.2020.107764

    CrossRef Google Scholar

    [15] ZHAO H Y,LIU X L,JENG D S,et al. Numerical investigation into the vulnerability to liquefaction of an embedded pipeline exposed to ocean storms[J]. Coastal Engineering,2022,172:104056. doi: 10.1016/j.coastaleng.2021.104056

    CrossRef Google Scholar

    [16] DAMGAARD J, PALMER A. Pipeline stability on a mobile and liquefied seabed: a discussion of magnitudes and engineering implications[C]//Proceedings of the 20th International Conference on Offshore Mechanics and Arctic Engineering. Rio de Janeiro, 2001.

    Google Scholar

    [17] TEH T C,PALMER A C,BOLTON M D,et al. Stability of submarine pipelines on liquefied seabeds[J]. Journal of Waterway,Port,Coastal,and Ocean Engineering,2006,132(4):244-251.

    Google Scholar

    [18] SUMER B M,FREDSØE J,CHRISTENSEN S,et al. Sinking/floatation of pipelines and other objects in liquefied soil under waves[J]. Coastal Engineering,1999,38(2):53-90. doi: 10.1016/S0378-3839(99)00024-1

    CrossRef Google Scholar

    [19] SUMER B M,HATIPOGLU F,FREDSØE J,et al. Critical flotation density of pipelines in soils liquefied by waves and density of liquefied soils[J]. Journal of Waterway,Port,Coastal,and Ocean Engineering,2006,132(4):252-265.

    Google Scholar

    [20] TIAN Y H,YOUSSEF B,CASSIDY M J. Assessment of pipeline stability in the Gulf of Mexico during hurricanes using dynamic analysis[J]. Theoretical and Applied Mechanics Letters,2015,5(2):74-79. doi: 10.1016/j.taml.2015.02.002

    CrossRef Google Scholar

    [21] ZHAO K,WANG Q Z,CHEN S,et al. Dynamic response of pipelines in liquefiable seabed under nature loadings:waves and currents[J]. Ocean Engineering,2021,230:109051. doi: 10.1016/j.oceaneng.2021.109051

    CrossRef Google Scholar

    [22] REIMNITZ E,MARSHALL N F. Effects of the Alaska earthquake and tsunami on recent deltaic sediments[J]. Journal of Geophysical Research,1965,70(10):2363-2376. doi: 10.1029/JZ070i010p02363

    CrossRef Google Scholar

    [23] LUAN M T,ZHANG X L,YANG Q,et al. Numerical analysis of liquefaction of porous seabed around pipeline fixed in space under seismic loading[J]. Soil Dynamics and Earthquake Engineering,2009,29(5):855-864. doi: 10.1016/j.soildyn.2008.09.002

    CrossRef Google Scholar

    [24] SAEEDZADEH R,HATAF N. Uplift response of buried pipelines in saturated sand deposit under earthquake loading[J]. Soil Dynamics and Earthquake Engineering,2011,31(10):1378-1384. doi: 10.1016/j.soildyn.2011.05.013

    CrossRef Google Scholar

    [25] DAMGAARD J S,SUMER B M,TEH T C,et al. Guidelines for pipeline on-bottom stability on liquefied noncohesive seabeds[J]. Journal of Waterway,Port,Coastal,and Ocean Engineering,2006,132(4):300-309.

    Google Scholar

    [26] TEH T C,PALMER A C,DAMGAARD J S. Experimental study of marine pipelines on unstable and liquefied seabed[J]. Coastal Engineering,2003,50(1/2):1-17.

    Google Scholar

    [27] CLUKEY E C,KULHAWY F H,LIU P L F,et al. The impact of wave loads and pore-water pressure generation on initiation of sediment transport[J]. Geo-Marine Letters,1985,5(3):177-183. doi: 10.1007/BF02281636

    CrossRef Google Scholar

    [28] ZHANG S T,JIA Y G,WANG Z,et al. Wave flume experiments on the contribution of seabed fluidization to sediment resuspension[J]. Acta Oceanologica Sinica,2018,37(3):80-87. doi: 10.1007/s13131-018-1143-2

    CrossRef Google Scholar

    [29] ZHANG S T,JIA Y G,ZHANG Y Q,et al. Influence of seepage flows on the erodibility of fluidized silty sediments:parameterization and mechanisms[J]. Journal of Geophysical Research:Oceans,2018,123(5):3307-3321.

    Google Scholar

    [30] SASSA S,TAKAYAMA T,MIZUTANI M,et al. Field observations of the build-up and dissipation of residual pore water pressures in seabed sands under the passage of storm waves[J]. Journal of Coastal Research,2006(39):410-414.

    Google Scholar

    [31] PU J J, XU J S, LI G X. Experimental study on damping characteristics of pipe vibration in liquefied silt[C]//Proceedings of the 23rd International Offshore and Polar Engineering Conference. Anchorage: International Society of Offshore and Polar Engineers, 2013: 266-271.

    Google Scholar

    [32] Det Norske Veritas, DNV. Free spanning pipelines[Z]. DNV-RP-F105, Høvik, Norway, 2006.

    Google Scholar

    [33] YAGHOOBI M,MAZAHERI S,JABBARI E. Determining natural frequency of free spanning offshore pipelines by considering the seabed soil characteristics[J]. Journal of the Persian Gulf (Marine Science),2012,3(8):25-34.

    Google Scholar

    [34] TZANG S Y,OU S H. Laboratory flume studies on monochromatic wave-fine sandy bed interactions:part 1. soil fluidization[J]. Coastal Engineering,2006,53(11):965-982. doi: 10.1016/j.coastaleng.2006.06.003

    CrossRef Google Scholar

    [35] GODA Y. A comparative review on the functional forms of directional wave spectrum[J]. Coastal Engineering Journal,1999,41(1):1-20. doi: 10.1142/S0578563499000024

    CrossRef Google Scholar

    [36] XU X B,XU G H,YANG J J,et al. Field observation of the wave-induced pore pressure response in a silty soil seabed[J]. Geo-Marine Letters,2021,41(1):13. doi: 10.1007/s00367-020-00680-6

    CrossRef Google Scholar

    [37] 张丽萍. 黄河口沉积物液化度与再悬浮关系研究[D]. 青岛: 中国海洋大学, 2013.

    Google Scholar

    [38] 徐兴雨,齐静静,陈凯,等. 埕岛油田海底管道悬空特征及其影响因素[J]. 海洋地质前沿,2023,39(1):77-84. doi: 10.16028/j.1009-2722.2022.072

    CrossRef Google Scholar

    [39] JIA Y G,ZHANG L P,ZHENG J W,et al. Effects of wave-induced seabed liquefaction on sediment re-suspension in the Yellow River Delta[J]. Ocean Engineering,2014,89:146-156. doi: 10.1016/j.oceaneng.2014.08.004

    CrossRef Google Scholar

    [40] 张河苇. 基于大数据分析的管道缺陷评估及预测方法研究[D]. 北京: 中国石油大学(北京), 2020.

    Google Scholar

  • 加载中
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(7)

Tables(3)

Article Metrics

Article views(1100) PDF downloads(83) Cited by(0)

Access History

Catalog

    /

    DownLoad:  Full-Size Img  PowerPoint