Abstract
Submarine landslide–pipeline interaction has received considerable concerns in the field of pipeline design and disaster prevention. The majority of recent studies focused on the impact of fluidized debris flows and mudflows with the low strength and high speed on pipelines. However, less attention is paid to those high occurrence submarine slumps with high strength and low speed, which is a common stage of submarine landslide. Submarine slumps with the dual properties of soil and fluid have nonlinear mechanical characteristics that depend on the shear rate; thus, it is difficult to evaluate the impact of submarine slumps on pipelines coupled with the ambient water interaction under a single mechanics framework. In this paper, a CFD method of incompressible two-phase flow is employed to study the instantaneous impact of submarine slumps with the shear rate effect on fixed suspended pipelines under the hybrid framework of soil and fluid mechanics. Compared with past studies where only the horizontal impact force is considered at the ideal condition, the horizontal and vertical impact forces are presented to reveal more real instantaneous impact and corresponding mechanism while considering complex two-phase materials (i.e., submarine slump and ambient water) coupled with the boundary effect of the seabed. In particular, the undrained shear strength model of submarine slumps has a significant effect, leading to a maximum of 50% increase in these impact forces. Furthermore, considering the initial undrained shear strength and shear rate effect parameter of submarine slumps, the method and equations to evaluate horizontal and vertical impact forces are established, which enrich the reference data for submarine pipeline design.
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References
Abelev A, Valent P (2012) Strain-rate dependence of strength of the Gulf of Mexico soft sediments. IEEE J Oceanic Eng 38(1):25–31. https://doi.org/10.1109/JOE.2012.2208293
Audibert JM, Nyman KJ (1977) Soil restraint against horizontal motion of pipes. J Geotech Eng Div 103(10):1119–1142. https://doi.org/10.1061/AJGEB6.0000500
Biscontin G, Pestana JM (2001) Influence of peripheral velocity on vane shear strength of an artificial clay. Geotech Test J 24(4):423–429. https://doi.org/10.1520/GTJ11140J
Blasio FVD, Elverhøi A, Issler D, Harbitz CB, Bryn P, Lien R (2004) Flow models of natural debris flows originating from overconsolidated clay materials. Mar Geol 213(1–4):439–455. https://doi.org/10.1016/j.margeo.2004.10.018
Boukpeti N, White D, Randolph M, Low HE (2009) Characterization of the solid-fluid transition of fine-grained sediments. In: International Conference on Offshore Mechanics and Arctic Engineering, vol. 43475. pp 293–303. https://doi.org/10.1115/OMAE2009-79738
Brandes HG (2011) Geotechnical characteristics of deep-sea sediments from the North Atlantic and North Pacific oceans. Ocean Eng 38(7):835–848. https://doi.org/10.1016/j.oceaneng.2010.09.001
Breien H, Pagliardi M, De Blasio FV, Issler D, Elverhøi A (2007) Experimental studies of subaqueous vs. subaerial debris flows–velocity characteristics as a function of the ambient fluid. In: Submarine Mass Movements and Their Consequences. Springer, Dordrecht, pp 101–110
Chung SF, Randolph MF, Schneider JA (2006) Effect of penetration rate on penetrometer resistance in clay. J Geotech Geoenviron 132(9):1188–1196. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:9(1188)
Demars KR (1978) Design of marine pipelines for areas of unstable sediment. Transp Eng J ASCE 104(1):109–112. https://doi.org/10.1061/TPEJAN.0000682
Dong Y, Wang D, Randolph MF (2017) Investigation of impact forces on pipeline by submarine landslide using material point method. Ocean Eng 146:21–28. https://doi.org/10.1016/j.oceaneng.2017.09.008
Dong Y, Wang D, Cui L (2020) Assessment of depth-averaged method in analysing runout of submarine landslide. Landslides 17(3):543–555. https://doi.org/10.1007/s10346-019-01297-2
Dott JR (1963) Dynamics of subaqueous gravity depositional processes. AAPG Bull 47(1):104–128. https://doi.org/10.1306/bc743973-16be-11d7-8645000102c1865d
Dutta S, Hawlader B (2019) Pipeline–soil–water interaction modelling for submarine landslide impact on suspended offshore pipelines. Géotechnique 69(1):29–41. https://doi.org/10.1680/jgeot.17.P.084
Fan N, Nian TK, Jiao HB, Jia YG (2018) Interaction between submarine landslides and suspended pipelines with a streamlined contour. Mar Georesour Geotec 36(6):652–662. https://doi.org/10.1080/1064119X.2017.1362084
Georgiadis M (1991) Landslide drag forces on pipelines. Soils Found 31(1):156–161. https://doi.org/10.3208/sandf1972.31.156
Graham J, Crooks JHA, Bell AL (1983) Time effects on the stress-strain behaviour of natural soft clays. Géotechnique 33(3):327–340. https://doi.org/10.1680/geot.1983.33.3.327
Guo X, Stoesser T, Nian T, Jia Y, Liu X (2022a) Effect of pipeline surface roughness on peak impact forces caused by submarine mudflow. Ocean Eng 243:110184. https://doi.org/10.1016/j.oceaneng.2021.110184
Guo X, Zheng D, Fu C, Zhao L, Nian T (2022b) Quantitative composition of drag forces on suspended pipelines from submarine landslides. J Waterway, Port, Coastal, Ocean Eng 148(1):04021050. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000680
Guo XS, Nian TK, Fan N, Jia YG (2021a) Optimization design of a honeycomb-hole submarine pipeline under a hydrodynamic landslide impact. Mar Georesour Geotec 39(9):1055–1070. https://doi.org/10.1080/1064119X.2020.1801919
Guo XS, Nian TK, Gu ZD, Li DY, Fan N, Zheng DF (2021b) Evaluation methodology of laminar-turbulent flow state for fluidized material with special reference to submarine landslide. J Waterway, Port, Coastal, Ocean Eng 147(1):04020048. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000616
Guo XS, Nian TK, Gu ZD (2021c) A fluid mechanics approach to evaluating marine soft clay strength by a ball full-flow penetrometer. Appl Ocean Res 116:102865. https://doi.org/10.1016/j.apor.2021.102865
Guo XS, Nian TK, Wang D, Gu ZD (2022c) Evaluation of undrained shear strength of surficial marine clays using ball penetration-based CFD modelling. Acta Geotech 17(5):1627–1643. https://doi.org/10.1007/s11440-021-01347-x
Guo XS, Nian TK, Wang FW, Zheng L (2019a) Landslides impact reduction effect by using honeycomb-hole submarine pipeline. Ocean Eng 187:106155. https://doi.org/10.1016/j.oceaneng.2019.106155
Guo XS, Nian TK, Zhao W, Gu ZD, Liu CP, Liu XL, Jia YG (2022d) Centrifuge experiment on the penetration test for evaluating undrained strength of deep-sea surface soils. Int J Min Sci Technol 32(2):363–373. https://doi.org/10.1016/j.ijmst.2021.12.005
Guo XS, Zheng DF, Nian TK, Lv LT (2020) Large-scale seafloor stability evaluation of the northern continental slope of South China Sea. Mar Georesour Geotec 38(7):804–817. https://doi.org/10.1080/1064119X.2019.1632996
Guo XS, Zheng DF, Nian TK, Yin P (2019b) Effect of different span heights on the pipeline impact forces induced by deep-sea landslides. Appl Ocean Res 87:38–46. https://doi.org/10.1016/j.apor.2019.03.009
Haza ZF, Harahap ISH, Dakssa LM (2013) Experimental studies of the flow-front and drag forces exerted by subaqueous mudflow on inclined base. Nat Hazards 68(2):587–611. https://doi.org/10.1007/s11069-013-0643-9
Hsu SK, Kuo J, Lo CL, Tsai CH, Doo WB, Ku CY, Sibuet JC (2008) Turbidity currents, submarine landslides and the 2006 Pingtung earthquake off SW Taiwan. Terr Atmos Ocean Sci 19(6):767–772. https://doi.org/10.3319/TAO.2008.19.6.767(PT)
Huang M, Xu J, Luan Z, Liu M, Li X, Liu B (2021) Analysis of DF1-1 subsea pipeline free-span distribution characteristics and rectification effects. Mar Sci 45(3):77–87 (In Chinese)
Lee CH, Huang Z (2021) Effects of grain size on subaerial granular landslides and resulting impulse waves: experiment and multi-phase flow simulation. Landslides 1–17. https://doi.org/10.1007/s10346-021-01760-z
Li H, Wang L, Guo Z, Yuan F (2015) Drag force of submarine landslides mudflow impacting on a suspended pipeline. Ocean Eng 33(6):10–19 (in Chinese). https://doi.org/10.16483/j.issn.1005-9865.2015.06.002
Liu X, Lu Y, Yu H, Ma L, Li X, Li W, Zhang H, Bian C (2022) In‐situ observation of storm‐induced wave‐supported fluid mud occurrence in the subaqueous yellow river delta. J Geophys Res Oceans 127(7). https://doi.org/10.1029/2021JC018190
Liu J, Tian J, Yi P (2015) Impact forces of submarine landslides on offshore pipelines. Ocean Eng 95:116–127. https://doi.org/10.1016/j.oceaneng.2014.12.003
Locat J, Lee HJ (2002) Submarine landslides: advances and challenges. Can Geotech J 39(1):193–212. https://doi.org/10.1139/t01-089
Martin CM, Randolph MF (2006) Upper-bound analysis of lateral pile capacity in cohesive soil. Géotechnique 56(2):141–145. https://doi.org/10.1680/geot.2006.56.2.141
Malinowska A, Cui X, Salmi EF, Hejmanowski R (2022) A novel fuzzy approach to gas pipeline risk assessment under influence of ground movement. Int J Coal Sci Technol 9(1):1–11. https://doi.org/10.1007/s40789-022-00511-2
Mohammad AU, Mamadou F, Bahram D (2020) GIS-based modeling of snowmelt-induced landslide susceptibility of sensitive marine clays. Geoenvironmental Disasters 7(1):1–18. https://doi.org/10.1186/s40677-020-0142-8
Nian TK, Guo XS, Fan N, Jiao HB, Li DY (2018) Impact forces of submarine landslides on suspended pipelines considering the low-temperature environment. Appl Ocean Res 81:116–125. https://doi.org/10.1016/j.apor.2018.09.016
Nian TK, Guo XS, Zheng DF, Xiu ZX, Jiang ZB (2019) Susceptibility assessment of regional submarine landslides triggered by seismic actions. Appl Ocean Res 93:101964. https://doi.org/10.1016/j.apor.2019.101964
Palix E, Wu H, Chan N, Zhou Y (2013) Liwan 3–1: how deepwater sediments from South China Sea compare with Gulf of Guinea sediments. In: Offshore Technology Conference. https://doi.org/10.4043/24010-MS
Qian X, Xu J, Bai Y, Das HS (2020) Formation and estimation of peak impact force on suspended pipelines due to submarine debris flow. Ocean Eng 195:106695. https://doi.org/10.1016/j.oceaneng.2019.106695
Randolph MF, Houlsby GT (1984) The limiting pressure on a circular pile loaded laterally in cohesive soil. Geotechnique 34(4):613–623. https://doi.org/10.1680/geot.1984.34.4.613
Randolph MF, Low HE, Zhou H (2007) In situ testing for design of pipeline and anchoring systems. In: Offshore Site Investigation and Geotechnics, Confronting New Challenges and Sharing Knowledge. Society of Underwater Technology
Sahdi F, Gaudin C, Tom JG, Tong F (2019) Mechanisms of soil flow during submarine slide-pipe impact. Ocean Eng 186:106079. https://doi.org/10.1016/j.oceaneng.2019.05.061
Shanmugam G (2015) The landslide problem. J Palaeogeogr 4(2):109–166. https://doi.org/10.3724/SP.J.1261.2015.00071
Sheahan TC, Ladd CC, Germaine JT (1996) Rate-dependent undrained shear behavior of saturated clay. J Geotech Eng 122(2):99–108. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:2(99)
Swanson RC, Jones WT (1982) Mudslide effects on offshore pipelines. Transp Eng J ASCE 108(6):585–600. https://doi.org/10.1061/TPEJAN.0001011
Torisu SS, Pereira JM, Gennaro VD, Delage P, Puech A (2012) Strain-rate effects in deep marine clays from the Gulf of Guinea. Géotechnique 62(9):767–775. https://doi.org/10.1680/geot.12.OG.015
Wang F, Dai Z, Nakahara Y, Sonoyama T (2018a) Experimental study on impact behavior of submarine landslides on undersea communication cables. Ocean Eng 148:530–537. https://doi.org/10.1016/j.oceaneng.2017.11.050
Wang LZ, Miao CZ (2008) Pressure on submarine pipelines under slowly sliding mud flows. Chin J Geotech Eng 30(7):982–987 (in Chinese)
Wang Z, Jia Y, Liu X, Wang D, Shan H, Guo L, Wei W (2018b) In situ observation of storm-wave-induced seabed deformation with a submarine landslide monitoring system. B Eng Geol Environ 77:1091–1102. https://doi.org/10.1007/s10064-017-1130-4
Wang Z, Sun Y, Jia Y, Shan Z, Shan H, Zhang S, Wen M, Liu X, Song Y, Zhao D, Wen S (2020) Wave-induced seafloor instabilities in the subaqueous Yellow River Delta—initiation and process of sediment failure. Landslides 17(8):1849–1862. https://doi.org/10.1007/s10346-020-01399-2
Wang ZT, Wang HY, Zhang Y (2016) CFD numerical analysis of submarine landslides impact on laid-on-seafloor pipeline. Haiyang Xuebao 38:110–117 (in Chinese) https://doi.org/10.3969/j.issn.0253-4193.2016.09.011
Weimer P, Slatt RM, Bouroulllec R (2007) Introduction to the petroleum geology of deepwater settings. Tulsa: AAPG and Datapages
Xu G, Sun Y, Wang X, Hu G, Song Y (2009) Wave-induced shallow slides and their features on the subaqueous Yellow River delta. Can Geotech J 46(12):1406–1417. https://doi.org/10.1139/T09-068
Yafrate N, DeJong J, DeGroot D, Randolph M (2009) Evaluation of remolded shear strength and sensitivity of soft clay using full-flow penetrometers. J Geotech Geoenviron 135(9):1179–1189. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000037
Yin ZY, Karstunen M, Hicher PY (2010) Evaluation of the influence of elasto-viscoplastic scaling functions on modelling time-dependent behaviour of natural clays. Soils Found 50(2):203–214. https://doi.org/10.3208/sandf.50.203
Yu H, Liu X, Lu Y, Li W, Gao H, Wu R, Li X (2022) Characteristics of the sediment gravity flow triggered by wave-induced liquefaction on a sloping silty seabed: An experimental investigation. Front Earth Sci. https://doi.org/10.3389/feart.2022.909605
Zakeri A (2009) Submarine debris flow impact on suspended (free-span) pipelines: normal and longitudinal drag forces. Ocean Eng 36(6–7):489–499. https://doi.org/10.1016/j.oceaneng.2009.01.018
Zakeri A, Høeg K, Nadim F (2009) Submarine debris flow impact on pipelines—Part II: Numerical analysis. Coastal Eng 56(1):1–10. https://doi.org/10.1016/j.coastaleng.2008.06.005
Zakeri A, Hawlader B, Chi K (2012) Drag forces caused by submarine glide block or out-runner block impact on suspended (free-span) pipelines. Ocean Eng 47:50–57. https://doi.org/10.1016/j.oceaneng.2012.03.016
Zhang W, Puzrin AM (2021) Depth integrated modelling of submarine landslide evolution. Landslides 1–22. https://doi.org/10.1007/s10346-021-01655-z
Zhang Y, Wang Z, Yang Q, Wang H (2019) Numerical analysis of the impact forces exerted by submarine landslides on pipelines. Appl Ocean Res 92:101936. https://doi.org/10.1016/j.apor.2019.101936
Zhao E, Dong Y, Tang Y, Cui L (2021a) Numerical study on hydrodynamic load and vibration of pipeline exerted by submarine debris flow. Ocean Eng 239:109754. https://doi.org/10.1016/j.oceaneng.2021.109754
Zhao E, Dong Y, Tang Y, Sun J (2021b) Numerical investigation of hydrodynamic characteristics and local scour mechanism around submarine pipelines under joint effect of solitary waves and currents. Ocean Eng 222:108553. https://doi.org/10.1016/j.oceaneng.2020.108553
Zhou M, Hossain MS, Hu Y, Liu H (2013) Behaviour of ball penetrometer in uniform single-and double-layer clays. Géotechnique 63(8):682–694. https://doi.org/10.1680/geot.12.P.026
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Funding for the research has been supported by the National Natural Science Foundation of China (Nos. 42022052 and 41877221) and the Shandong Provincial Natural Science Foundation (No. ZR2020YQ29). This support is gratefully acknowledged.
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Guo, X., Liu, X., Zhang, H. et al. Evaluation of instantaneous impact forces on fixed pipelines from submarine slumps. Landslides 19, 2889–2903 (2022). https://doi.org/10.1007/s10346-022-01950-3
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DOI: https://doi.org/10.1007/s10346-022-01950-3