Abstract
This paper aims to study the deflection of high-density polyethylene (HDPE) corrugated pipeline subjected to differential settlements of the ground using the finite difference method-discrete element method (FDM-DEM) coupling simulation method in 3D. Various physical characteristics of the pipeline, including diameters, corrugations, and elastic modulus have been investigated. Soil particles with different shapes are considered. The variation of soil settlement of soil particles with three different shapes under the uneven settlement condition is studied. The soil arching effects, including positive soil arch and negative soil arch, have been respectively analyzed. The results reveal that the change in pipe corrugation influences the stiffness of the pipe and the friction between the pipe and soil to some extent, which also causes the change of vertical deflection of the pipe. The soil composed of four particles is easier to form soil arch, which makes the soil more self-stabilized, thus alleviating the circumferential deformation of the pipeline.
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References
Alzabeebee S, Chapman DN, Faramarzi A (2018) A comparative study of the response of buried pipes under static and moving loads. Transportation Geotechnics 15:39–46, DOI: https://doi.org/10.1016/j.trgeo.2018.03.001
Anderson C, Wuewickreme D, Ventura C, Mitchell A (2004) Full-scale laboratory testing of buried polyethylene gas distribution pipelines subjected to lateral ground displacement. 13th world conference on earthquake engineering, August 1-6, Vancouver, BC, Canada
ASTM D3080 (2011) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080, ASTM International, West Conshohocken, PA, USA
Chan PD, Wong RCK (2004) Performance evaluation of a buried steel pipe in a moving slope a case study. Canadian Geotechnical Journal 41(5):894–907, DOI: https://doi.org/10.1139/t04-035
Choo YW, Abdoun TH, O'Rourke MJ, Ha D (2007) Remediation for buried pipeline systems under permanent ground deformation. Soil Dynamics and Earthquake Engineering 27:1043–1055, DOI: https://doi.org/10.1016/j.soildyn.2007.04.002
Cundall PA, Strack ODL (1979) A discrete numerical model for granularassemblies. Geotechnique 29:47–65, DOI: https://doi.org/10.1680/geot.1979.29.1.47
Davis CA, Wham BP (2018) Buried hybrid-segmented pipes subjected to longitudinal permanent ground deformation. 8th international symposium on earthquake engineering for lifelines and critical infrastructure systems, October 17-19, Shenyang, China
Dong W, J WD, Randolph MF (2010) Large-deformation finite element analysis of pipe penetration and large-amplitude lateral displacement. Canadian Geotechnical Journal 47(8):842–856, DOI: https://doi.org/10.1139/T09-147
Du YJ, Zhou M, Wang F, Arulrajah A, Horpibulsuk S (2017) Earth pressures on the trenched HDPE pipes in fine-grained soils during construction phase: Full-scale field trial and finite element modeling. Transportation Geotechnics 12:56–69, DOI: https://doi.org/10.1016/j.trgeo.2017.08.002
Falagush O, McDowell GR, Yu HS (2015) Discrete element modeling of cone penetration tests incorporating particle shape and crushing. International Journal of Geomechanics 15(6), DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000463
Fernando SJ, Sergio T, Reis RM, Farfan AD, Maria AM (2020) Centrifuge and numerical modeling of moving traffic surface loads on pipelines buried in cohesionless soil. Transrortation Geotechnics 23(100340), DOI: https://doi.org/10.1016/j.trgeo.2020.100340
Iwashita K, Oda M (2000) Micro-deformation mechanism of shear banding process based on modified distinct element method. Powder Technology 109(1-3):192–205, DOI: https://doi.org/10.1016/S0032-5910(99)00236-3
Jeyapalan JK, Magid BM (1987) Longitudinal stresses and strains in design of RPM pipes. Journal of Transportation Engineering 113(3):315–331, DOI: https://doi.org/10.1061/(ASCE)0733-947X(1987)113:3(315)
Karamitros DK, Bouckovalas GD, Kouretzis GP (2007) Stress analysis of buried steel pipelines at strike-slip fault crossings. Soil Dynamics & Earthquake Engineering 27(3):200–211, DOI: https://doi.org/10.1016/j.soildyn.2006.08.001
Liang Z, Yang Q, Zhang J, Zhu B (2019) Mechanical analysis of buried polyethylene pipelines under ground overload. Journal of Failure Analysis and Prevention 19(1):1–11, DOI: https://doi.org/10.1007/s11668-019-00600-6
Look BG (2013) Handbook of geotechnical investigation and design tables. Taylor & Francis, London, UK, 66–78, DOI: https://doi.org/10.1201/9780203946602
Luding S (2008) Introduction to discrete element methods: Basic of contact force models and how to perform the micro-macro transition to continuum theory. European Journal of Environmental and Civil Engineering 12(7-8):785–826, DOI: https://doi.org/10.1080/19648189.2008.9693050
Munjiza A (2004) The combined finite-discrete element method. Wiley, Hoboken, NJ, USA, 73–129
Nasser DY, Shawn K, Ryan P, Radu P (2011) Investigating pipeline-soil interaction under axial-lateral relative movements in sand. Revue Canadienne De Geotechnique 48(11):1683–1695, DOI: https://doi.org/10.1139/t11-061
O'Rourke M, Gadicherla V, Abdoun T (2005) Centrifuge modeling of pgd response of buried pipe. Earthquake Engineering and Engineering Vibration 4(1):69–73, DOI: https://doi.org/10.1007/s11803-005-0025-8
Paik KH, Salgado R (2003) Estimation of active earth pressure against rigid retaining walls considering arching effects. Geotechnique 53(7):643–653, DOI: https://doi.org/10.1680/geot.2003.53.7.643
Qin XG, Ni PP, Du YJ (2019) Buried rigid pipe-soil interaction in dense and medium sand backfills under downward relative movement: 2D finite element analysis. Transrortation Geotechnics 21(100286), DOI: https://doi.org/10.1016/j.trgeo.2019.100286
Rahman MA, Taniyama H (2015) Analysis of a buried pipeline subjected to fault displacement: A DEM and FEM study. Soil Dynamics & Earthquake Engineering 71:49–62, DOI: https://doi.org/10.1016/j.soildyn.2015.01.011
Remond S (2010) DEM simulation of small particles clogging in the packing of large beads. Physica A Statistical Mechanics and Its Applications 389(21):4485–4496, DOI: https://doi.org/10.1016/j.physa.2010.06.033
Rui R, Tol FV, Xia XL, Eekelen SV, Hua G, Xia YY (2016) Evolution of soil arching; 2D DEM simulations. Computers and Geotechnics 73:199–209, DOI: https://doi.org/10.1016/j.compgeo.2015.12.006
Shen SL, Cui QL, Ho CE, Xu YS (2016) Ground response to multiple parallel microtunneling operations in cemented silty clay and sand. Journal of Geotechnical and Geoenvironmental Engineering 142(5):04016001, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001441
Vorster TB (2006) The effects of tunnelling on buried pipes. PhD Thesis, University of Cambridge, Cambridge, UK
Vu MN, Broere W, Bosch JW (2017) Structural analysis for shallow tunnels in soft soils. International Journal of Geomechanics 17(8):04017038.1–04017038.12, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000866
Wang F, Du YJ, Yang XM (2015) Physical modeling on ground responsesto tunneling in sand considering the existence of HDPE pipes. Geotechnical Testing Journal 38(1):85–97, DOI: https://doi.org/10.1520/GTJ20140031
Wu K, Pizette P, Becquart F, Sebastien R, Liu SY (2017a) Experimental and numerical study of cylindrical triaxial test on mono-sized glass beads under quasi-static loading condition. Advanced Powder Technology 28:155–166, DOI: https://doi.org/10.1016/j.apt.2016.09.006
Wu K, Sebastien R, Noredine A, Pizette P, Becquart F, Liu SY (2017b) Study of the shear behavior of binary granular materials by DEM simulations and experimental triaxial tests. Advanced Powder Technology 28:2198–2210, DOI: https://doi.org/10.1016/j.apt.2017.05.027
Zhou M, Du J, Wang F, Liu MD (2017a) Performance of buried HDPE pipes - Part I peaking deflection during initial backfilling process. Geosynthetics International 24(4):383–395, DOI: https://doi.org/10.1680/jgein.17.00009
Zhou M, Moore ID, Lan HT (2019) Experimental study of structural response of lined-corrugated hdpe pipe subjected to normal fault. Journal of Geotechnical and Geoenvironmental Engineering 145(04019117), DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002189
Zhou M, Wang F, Du YJ, Liu MD (2017b) Performance of buried HDPE pipes part II total deflection of the pipe. Geosynthetics International 24(4):396–407, DOI: https://doi.org/10.1680/jgein.17.00010
Acknowledgments
The authors sincerely thank Professor Yanjun Du?Weichen Sun, and Zan Li for their advices and contributions to this work. The authors gratefully acknowledge the financial support provided by National Natural Science Foundation of China NO. 41972269, NO. 51878157, NO. 51608112, by the Fundamental Research Funds for the Central Universities NO. 3221002101C3, and by Project of Jiangsu Province Transportation Engineering Construction Bureau CX-2019GC02.
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Gu, W., Wu, K., Tong, L. et al. Study of Deflection of Buried HDPE Corrugated Pipeline under the Uneven Settlement of Soil. KSCE J Civ Eng 26, 221–235 (2022). https://doi.org/10.1007/s12205-021-0073-2
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DOI: https://doi.org/10.1007/s12205-021-0073-2