Transient response of a concrete tunnel in an elastic rock with imperfect contact

Beres, 2013 Mesgouez, 2017, Use of global sensitivity analysis to assess the soil poroelastic parameter influence, Wave Motion, 72, 377, 10.1016/j.wavemoti.2017.04.001 Virieux, 2009746, An overview of full-waveform inversion in exploration geophysics, Geophysics, WCC127-52 Lefeuve-Mesgouez, 2013, Retrieval of the physical properties of an anelastic solid half space from seismic data, J Appl Geophys, 88, 70, 10.1016/j.jappgeo.2012.09.010 Mesgouez, 2018, Characterization of a viscoelastic heterogeneous object with an effective model by nonlinear full waveform inversion, J Sound Vib, 422, 189, 10.1016/j.jsv.2018.02.018 Sidler, 2013, A pseudo-spectral method for the simulation of poro-elastic seismic wave propagation in 2D polar coordinates using domain decomposition, J Comput Phys, 235, 846, 10.1016/j.jcp.2012.09.044 Zhou, 2009, Dynamic response of a circular pipeline in a poroelastic medium, Mech Res Commun, 36, 898, 10.1016/j.mechrescom.2009.08.002 Gao, 2013, An analytical solution for the transient response of a cylindrical lined cavity in a poroelastic medium, Soil Dyn Earthquake Eng, 46, 30, 10.1016/j.soildyn.2012.12.002 Yi, 2016, Effect of imperfect interface on the dynamic response of a circular lined tunnel impacted by plane P-waves, Tunn Undergr Space Technol, 51, 68, 10.1016/j.tust.2015.10.011 Manolis, 1995, Seismic analysis of buried pipeline in a 3D soil continuum, Eng Anal Boundary Elem, 15, 371, 10.1016/0955-7997(95)00035-M Clouteau, 2005, Freefield vibrations due to dynamic loading on a tunnel embedded in a stratified medium, J Sound Vib, 283, 173, 10.1016/j.jsv.2004.04.010 Tadeu, 1996, Scattering of waves by subterranean structures via the boundary element method, Soil Dyn Earthquake Eng, 15, 387, 10.1016/0267-7261(96)00013-9 Karakostas, 2000, Dynamic response of unlined tunnels in soil with random properties, Eng Struct, 22, 1013, 10.1016/S0141-0296(99)00030-9 Tadeu, 2002, 3D scattering of waves by a cylindrical irregular cavity of infinite length in a homogeneous elastic medium, Comput Methods Appl Mech Eng, 191, 3015, 10.1016/S0045-7825(02)00234-7 Panji, 2013, Transient analysis of wave propagation problems by half-plane BEM, Geophys J Int, 194, 1849, 10.1093/gji/ggt200 Alielahi, 2015, Seismic ground amplification by unlined tunnels subjected to vertically propagating SV and P waves using BEM, Soil Dyn Earthquake Eng, 71, 63, 10.1016/j.soildyn.2015.01.007 Kouretzis, 2007, Analytical calculation of blast-induced strains to buried pipelines, Int J Impact Eng, 34, 1683, 10.1016/j.ijimpeng.2006.08.008 Feldgun, 2008, Internal blast loading in a buried lined tunnel, Int J Impact Eng, 35, 172, 10.1016/j.ijimpeng.2007.01.001 Smerzini, 2009, Effect of underground cavities on surface earthquake ground motion under SH wave propagation, Earthquake Eng Struct Dyn, 38, 1441, 10.1002/eqe.912 Anh, 2015, Nonlinear stability analysis of thin FGM annular spherical shells on elastic foundations under external pressure and thermal loads, Eur J Mech, A/Solids, 50, 28, 10.1016/j.euromechsol.2014.10.004 Dinh Duc, 2017, Nonlinear dynamic analysis and vibration of eccentrically stiffened S-FGM elliptical cylindrical shells surrounded on elastic foundations in thermal environments, Thin-Walled Struct, 117, 178, 10.1016/j.tws.2017.04.013 Kim, 2019, Nonlinear vibration and dynamic buckling of eccentrically oblique stiffened FGM plates resting on elastic foundations in thermal environment, Thin-Walled Struct, 142, 287, 10.1016/j.tws.2019.05.013 Kouretzis, 2014, Analysis of circular tunnels due to seismic P-wave propagation, with emphasis on unreinforced concrete liners, Comput Geotech, 55, 187, 10.1016/j.compgeo.2013.08.012 Zhai, 2014, Dynamic response of cylindrical cavity to antiplane impact load by using analytical approach, J Central South Univ, 21, 405, 10.1007/s11771-014-1954-z Fu, 2015, Dynamic soil-tunnel interaction in layered half-space for incident P-and SV-waves, Earthquake Science, 28, 275, 10.1007/s11589-015-0130-3 Yi, 2014, Dynamic response of a circular lined tunnel with an imperfect interface subjected to cylindrical P-waves, Comput Geotech, 55, 165, 10.1016/j.compgeo.2013.08.009 Fang, 2016, Visco-elastic imperfect bonding effect on dynamic response of a non-circular lined tunnel subjected to P and SV waves, Soil Dyn Earthquake Eng, 88, 1, 10.1016/j.soildyn.2016.05.014 Schoenberg, 1980, Elastic wave behavior across linear slip interfaces, J Acoust Soc Am, 68, 1516, 10.1121/1.385077 Honarvar, 1997 Lourme, 2009 Vlasie, 2006, Mechanical and acoustical study of a structural bond: comparison theory/numerical simulations/experiment, Eur J Mech, A/Solids, 25, 464, 10.1016/j.euromechsol.2005.09.010 Valier-Brasier, 2012, Scaled behavior of interface waves at an imperfect solid-solid interface, J Appl Phys, 112, 10.1063/1.4733949 Achenbach, 2005 Shakeri R, Mesgouez A, Lefeuve-Mesgouez G. Dynamic response of a circular tunnel with imperfect surface interaction embedded in an elastic medium. In: Proceedings of the 23rd French Mechanics Congress. Lille; 2017. Durbin, 1974, Numerical inversion of laplace transforms: an efficient improvement to Dubner and Abate's method, Comput J, 17, 371, 10.1093/comjnl/17.4.371 Hasheminejad, 2012, Vibro-acoustic response of an elliptical plate-cavity coupled system to external shock loads, Appl Acoust, 73, 757, 10.1016/j.apacoust.2012.02.009 Zakout, 1997, Transient response of a cylindrical cavity with and without a bonded shell in an infinite elastic medium, Int J Eng Sci, 35, 1203, 10.1016/S0020-7225(97)00011-6