Control-volume-based finite element modelling of liquefaction around a pipeline

References

• Alba PD, Seed HB, Chan CK. 1976. Sand liquefaction in large-scale simple shear tests. J Geotech Eng Div. 102:909–927.
   Google Scholar
• Azadi M, Hosseini MM. 2010a. Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds. Tunn Undergr Space Technol. 25:543–552.
   Web of Science ®Google Scholar
• Azadi M, Hosseini MM. 2010b. The uplifting behavior of shallow tunnels within the liquefiable soils under cyclic loadings. Tunn Undergr Space Technol. 25:158–167.
   Web of Science ®Google Scholar
• Biot MA. 1941. General theory of three-dimensional consolidation. J Appl Phys. 12:155–164.
   Web of Science ®Google Scholar
• Bobe A. 2003. Effect of pore water pressure on tunnel support during static and seismic loading. Tunn Undergr Space Technol. 18:377–393.
   Web of Science ®Google Scholar
• Bransby MF. Newson TA. Brunning P. 2002. The upheaval capacity of pipelines in jetted clay backfill. Int J Offshore Polar Eng. 12:280–287.
   Web of Science ®Google Scholar
• Chen CH, Wang TT, Jeng FS, Huang TH. 2012. Mechanisms causing seismic damage of tunnels at different depths. Tunn Undergr Space Technol. 28:31–40.
   Web of Science ®Google Scholar
• Cheuk CY, Take WA, Bolton MD, Oliveira JRMS. 2007. Soil restraint on buckling oil and gas pipelines buried in lumpy clay fill. Eng Struct. 29:973–982.
   Web of Science ®Google Scholar
• Choobbasti AJ, Tavakoli H, Kutanaei SS. 2014. Modeling and optimization of a trench layer location around a pipeline using artificial neural networks and particle swarm optimization algorithm. Tunn Undergr Space Technol. 40:192–202.
   Web of Science ®Google Scholar
• Chou HS, Yang CY, Hsieh BJ, Chang SS. 2001. A study of liquefaction related damages on shield tunnels. Tunn Undergr Space Technol. 16:185–193.
   Web of Science ®Google Scholar
• Hashash YMA, Hook JJ, Schmidt B, Yao JI. 2001. Seismic design and analysis of underground structures. Tunn Undergr Space Technol. 16:247–293.
   Web of Science ®Google Scholar
• Janalizadeh A, Kutanaei SS, Ghasemi E. 2013. Control volume finite element modeling of free convection inside an inclined porous enclosure with a sinusoidal hot wall. Sci Iran. 20:1401–1414.
   Web of Science ®Google Scholar
• Jeng DS, Zhang H. 2005. An integrated three-dimensional model for wave- induced pore pressure and effective stresses in a porous seabed. II: breaking waves. Ocean Eng. 32:1950–1967.
   Web of Science ®Google Scholar
• Kirca VO, Sumer BM, Fredsøe J. 2014. Influence of clay content on wave-induced liquefaction. J Waterway Port Coastal Ocean Eng. 140:04014024.
   Web of Science ®Google Scholar
• Kouretzis GP, Bouckovalas GD, Karamitros DK. 2011. Seismic verification of long cylindrical underground structures considering Rayleigh wave effects. Tunn Undergr Space Technol. 26:789–794.
   Web of Science ®Google Scholar
• Kutanaei SS, Choobbasti AJ. 2015a. Prediction of combined effects of fibers and cement on the mechanical properties of sand using particle swarm optimization algorithm. J Adhes Sci Technol. 29:487–501.
   Web of Science ®Google Scholar
• Kutanaei SS, Choobbasti AJ. 2015b. Mesh-free modeling of liquefaction around a pipeline under the influence of trench layer. Acta Geotech. 10:343–355.
   Web of Science ®Google Scholar
• Kutanaei SS, Ghasemi E, Bayat M. 2011. Mesh-free modeling of two-dimensional heat conduction between eccentric circular cylinders. Int J Phys Sci. 6:4044–4052.
   Google Scholar
• Kutanaei SS, Roshan N, Vosoughi A, Saghafi S, Barar B, Soleimani S. 2012. Numerical solution of stokes flow in a circular cavity using mesh-free local RBFDQ. Eng Anal Boundary Elem. 36: 633–638.
   Web of Science ®Google Scholar
• Liao S, Whitman R. 1986. Overburden correction factors for SPT in sand. J Geotech Eng. 112: 373–377
   Google Scholar
• Liu H, Jeng DS. 2007. A semi-analytical solution for random wave-induced soil response and seabed liquefaction in marine sediments. Ocean Eng. 34:1211–1224.
   Web of Science ®Google Scholar
• Maotian L, Xiaoling Z, Qing Y, Ying G. 2009. Numerical analysis of liquefaction of porous seabed around pipeline fixed in space under seismic loading. Soil Dyn Earthq Eng. 29:855–864.
   Web of Science ®Google Scholar
• Rezaei S, Choobbasti AJ, Kutanaei SS. 2015. Site effect assessment using microtremor measurement, equivalent linear method, and artificial neural network (case study: Babol, Iran). Arab J Geosci. 8:1453–1466.
   Web of Science ®Google Scholar
• Sarokolayi LK, Beitollahi A, Abdollahzadeh G, Amreie ST, Kutanaei SS. 2015. Modeling of ground motion rotational components for near-fault and far-fault earthquake according to soil type. Arab J Geosci. 8:3785–3797.
   Web of Science ®Google Scholar
• Sedarat H, Kozak A, Hashash YMA, Shamsabadi A, Krimotat A. 2009. Contact interface in seismic analysis of circular tunnels. Tunn Undergr Space Technol. 24:482–490.
   Web of Science ®Google Scholar
• Seed HB, Martin PP, Lysmer J. 1976. Pore-water pressure changes during soil liquefaction. J Geotechnol Eng Div. 102:323–346.
   Google Scholar
• Seed HB, Rahman MS. 1978. Wave-induced pore pressure in relation to ocean floor stability of cohesionless soils. Mar Geotechnol. 3:123–150.
   Web of Science ®Google Scholar
• Sheikholeslami M, Gorji-Bandpy M, Ganji DD, Soleimani S. 2013. Effect of a magnetic field on natural convection in an inclined half-annulus enclosure filled with Cu-water nanofluid using CVFEM. Adv Powder Technol. 24:980–991.
   Web of Science ®Google Scholar
• Sheikholeslami M, Gorji-Bandpy M, Ganji DD, Soleimani S. 2014. Heat flux boundary condition for nanofluid filled enclosure in presence of magnetic field. J Mol Liq. 193:174–184.
   Web of Science ®Google Scholar
• Sheikholeslami M, Gorji-Bandpy M, Ganji DD, Soleimani S, Seyyedi SM. 2012. Natural convection of nanofluids in an enclosure between a circular and a sinusoidal cylinder in the presence of magnetic field. Int Commun Heat Mass Transf. 39:1435–1443
   Web of Science ®Google Scholar
• Soleimani S, Ganji DD, Gorji M, Bararnia H, Ghasemi E. 2011. Optimal location of a pair heat source-sink in an enclosed square cavity with natural convection through PSO algorithm. Int Commun Heat Mass Transf. 38:652–658.
   Web of Science ®Google Scholar
• Soleimani S, Jalaal M, Bararniaa H, Ghasemi E, Ganji DD, Mohammadi F. 2010. Local RBF-DQ method for two-dimensional transient heat conduction problems. Int Commun Heat Mass Transf. 37:1411–1418.
   Web of Science ®Google Scholar
• Soleimani S, Sheikholeslami M, Ganji DD, Gorji-Bandpay M. 2012 Natural convection heat transfer in a nanofluid filled semi-annulus enclosure. Int Commun Heat Mass Transf. 4:565–574.
   Web of Science ®Google Scholar
• Sumer BM. 2014. Liquefaction around marine structures. London: World Scientific.
   Google Scholar
• Sumer BM, Fredsøe J. 2002. The mechanics of scour in the marine environment. London: World Scientific.
   Google Scholar
• Sumer BM, Kirca VSO, Fredsøe J. 2012. Experimental validation of a mathematical model for seabed liquefaction under waves. Int J Offshore Polar Eng. 22:133–141.
   Web of Science ®Google Scholar
• Sumer BM, Truelsen C, Fredsøe J. 2006. Liquefaction around pipelines under waves. J Waterway Port Coastal Ocean Eng. 132:266–275.
   Web of Science ®Google Scholar
• Tavakoli HR, Kutanaei SS. 2015. Evaluation of effect of soil characteristics on the seismic amplification factor using the neural network and reliability concept. Arab J Geosci. 8:3881–3891.
   Web of Science ®Google Scholar
• Unutmaz B. 2014. 3D liquefaction assessment of soils surrounding circular tunnels. Tunn Undergr Space Technol. 40:85–94.
   Web of Science ®Google Scholar
• Wang WL, Wang TT, Su JJ, Lin CH, Seng CR, Huang TH. 2001. Assessment of damages in mountain tunnels due to the Taiwan Chi-Chi earthquake. Tunn Undergr Space Technol. 16:133–150.
   Web of Science ®Google Scholar
• Winslow AM. 1966. Numerical solution of the quasilinear Poisson equation in a nonuniform triangular mesh. J Comp Phys. 1:149–172.
   Google Scholar