Modeling hydrate-bearing sediment with a mixed smoothed particle hydrodynamics

Computational Mechanics - Tập 66 Số 4 - Trang 877-891 - 2020
Chen Huang1, Moubin Liu2
1School of Mechanical and Materials Engineering, North China University of Technology, Beijing 100144, China
2BIC-ESAT, College of Engineering, Peking University, Beijing 100871, China

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Tài liệu tham khảo

Sultan N, Cochonat P, Foucher JP, Mienert J (2004) Effect of gas hydrates melting on seafloor slope instability. Mar Geol 213:379–401

Waite WF, Santamarina JC, Cortes DD, Dugan B, Espinoza DN, Germaine J, Jang J, Jung JW, Kneafsey TJ, Shin H, Soga K, Winters WJ, Yun T-S (2009) Physical properties of hydrate-bearing sediments. Rev Geophys 47:RG4003

Li Y, Liu W, Zhu Y, Chen Y, Song Y, Li Q (2016) Mechanical behaviors of permafrost-associated methane hydrate-bearing sediments under different mining methods. Appl Energy 162:1627–1632

Xu W, Germanovich LN (2006) Excess pore pressure resulting from methane hydrate dissociation in marine sediments: a theoretical approach. J Geophys Res Solid Earth. https://doi.org/10.1029/2004JB003600

Yun TS, Santamarina JC, Ruppel C (2007) Mechanical properties of sand, silt, and clay containing tetrahydrofuran hydrate. J Geophys Res Solid Earth. https://doi.org/10.1029/2006JB004484

Hyodo M, Li Y, Yoneda J, Nakata Y, Yoshimoto N, Nishimura A (2014) Effects of dissociation on the shear strength and deformation behavior of methane hydrate-bearing sediments. Mar Pet Geol 51:52–62

Zhang XH, Lu XB, Chen XD, Zhang LM, Shi YH (2016) Mechanism of soil stratum instability induced by hydrate dissociation. Ocean Eng 122:74–83

Ye T, Pan D, Huang C, Liu M (2019) Smoothed particle hydrodynamics (SPH) for complex fluid flows: recent developments in methodology and applications. Phys Fluids 31:011301

Liu M, Zhang Z (2019) Smoothed particle hydrodynamics (SPH) for modeling fluid-structure interactions. Sci China Phys Mech Astron 62:984701

Bui HH, Fukagawa R, Sako K, Ohno S (2008) Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model. Int J Numer Anal Meth Geomech 32:1537–1570

Huang Y, Zhang W, Dai Z, Xu Q (2013) Numerical simulation of flow processes in liquefied soils using a soil–water-coupled smoothed particle hydrodynamics method. Nat Hazards 69:809–827

Chen D, Huang W, Sloan SW (2019) An alternative updated Lagrangian formulation for finite particle method. Comput Methods Appl Mech Eng 343:490–505

Chen D, Huang W, Lyamin A (2020) Finite particle method for static deformation problems solved using JFNK method. Comput Geotech 122:103502

Wang Y, Bui HH, Nguyen GD, Ranjith PG (2019) A new SPH-based continuum framework with an embedded fracture process zone for modelling rock fracture. Int J Solids Struct 159:40–57

Wang Y, Tran HT, Nguyen GD, Ranjith PG, Bui HH (2020) Simulation of mixed-mode fracture using SPH particles with an embedded fracture process zone. Int J Numer Anal Methods Geomech 44(10):1417–1445

Yang E, Bui HH, De Sterck H, Nguyen GD, Bouazza A (2020) A scalable parallel computing SPH framework for predictions of geophysical granular flows. Comput Geotech 121:103474

Zhao S, Bui HH, Lemiale V, Nguyen GD, Darve F (2019) A generic approach to modelling flexible confined boundary conditions in SPH and its application. Int J Numer Anal Meth Geomech 43:1005–1031

Huang C, Zhang DH, Shi YX, Si YL, Huang B (2018) Coupled finite particle method with a modified particle shifting technology. Int J Numer Meth Eng 113:179–207

Huang C, Zhang DH, Si YL, Shi YX, Lin YG (2018) Coupled finite particle method for simulations of wave and structure interaction. Coast Eng 140:147–160

Miyazaki K, Masui A, Sakamoto Y, Aoki K, Tenma N, Yamaguchi T (2011) Triaxial compressive properties of artificial methane-hydrate-bearing sediment. J Geophys Res Solid Earth 116:102

Soga K, Lee SL, Ng MYA, Klar A (2006) Characterisation and engineering properties of methane hydrate soils. In: Tan TS, Phoon KK, Hight DW, Lerouil S (eds) 2nd International Workshop on Characterisation and Engineering Properties of Natural Soils. CRC Press, Boca Raton, pp 2591–2642

Uchida S, Soga K, Yamamoto K (2012) Critical state soil constitutive model for methane hydrate soil. J Geophys Res Solid Earth 117:209

Monaghan JJ (2005) Smoothed particle hydrodynamics. Rep Prog Phys 68:1703–1759

Liu MB, Liu GR (2010) Smoothed Particle Hydrodynamics (SPH): an overview and recent developments. Arch Comput Methods Eng 17:25–76

Liu GR, Liu MB (2003) Smoothed particle hydrodynamics: a meshfree particle method. World Scientific Publishing Co Pte. Ltd., Singapore

Liu MB, Xie WP, Liu GR (2005) Modeling incompressible flows using a finite particle method. Appl Math Model 29:1252–1270

Liu MB, Liu GR (2006) Restoring particle consistency in smoothed particle hydrodynamics. Appl Numer Math 56:19–36

Bonet J, Lok T-SL (1999) Variational and momentum preservation aspects of Smooth Particle Hydrodynamic formulations. Comput Methods Appl Mech Eng 180:97–115

Jiang T, Chen ZC, Lu WG, Yuan JY, Wang DS (2018) An efficient split-step and implicit pure mesh-free method for the 2D/3D nonlinear Gross–Pitaevskii equations. Comput Phys Commun

Ren J, Jiang T, Lu W, Li G (2016) An improved parallel SPH approach to solve 3D transient generalized Newtonian free surface flows. Comput Phys Commun 205:87–105

Zhang ZL, Ma T, Liu MB, Feng D (2019) Numerical study on high velocity impact welding using a modified SPH method. Int J Comput Methods 16:1846001

Zhang ZL, Liu MB (2019) Numerical studies on explosive welding with ANFO by using a density adaptive SPH method. J Manufact Process 41:208–220

Colagrossi A, Antuono M, Le Touze D (2009) Theoretical considerations on the free-surface role in the smoothed-particle-hydrodynamics model. Phys Rev E 79:056701

Bui HH, Fukagawa R (2013) An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: case of hydrostatic pore-water pressure. Int J Numer Anal Meth Geomech 37:31–50

Xu R, Stansby P, Laurence D (2009) Accuracy and stability in incompressible SPH (ISPH) based on the projection method and a new approach. J Comput Phys 228:6703–6725

Sun P, Zhang AM, Marrone S, Ming F (2018) An accurate and efficient SPH modeling of the water entry of circular cylinders. Appl Ocean Res 72:60–75

He F, Zhang H, Huang C, Liu M (2020) Numerical investigation of the solitary wave breaking over a slope by using the finite particle method. Coastal Eng 156:103617

Jiang T, Ren J, Yuan J, Zhou W, Wang D-S (2020) A least-squares particle model with other techniques for 2D viscoelastic fluid/free surface flow. J Comput Phys 407:109255

Kiriyama T (2013) Numerical simulations of progressive failure of triaxial compression tests using generalized interpolation material point method. J Jpn Soc Civil Eng Ser A2 (Appl Mech (AM)) 69:I_321–I_332

Masui A, Haneda H, Ogata Y, Aoki K (2006) Triaxial test on submarine sediment containing methane hydrate in deap sea off the coast off Japan. In: 41st Annual Conference, Jpn. Geotech. Soc., Kagoshima, Japan

Huang C, Long T, Li SM, Liu MB (2019) A kernel gradient-free SPH method with iterative particle shifting technology for modeling low-Reynolds flows around airfoils. Eng Anal Boundary Elem 106:571–587

Huang C, Long T, Liu MB (2019) Coupling finite difference method with finite particle method for modeling viscous incompressible flows. Int J Numer Meth Fluids 90:564–583

Bui HH, Sako K, Fukagawa R (2007) Numerical simulation of soil–water interaction using smoothed particle hydrodynamics (SPH) method. J Terrramech 44:339–346

Nguyen CT, Nguyen CT, Bui HH, Nguyen GD, Fukagawa R (2017) A new SPH-based approach to simulation of granular flows using viscous damping and stress regularisation. Landslides 14:69–81