Tunnel structure analysis using the multi-scale modeling method

Aruga, 2007, Non-linear stiffness behavior and analysis of tunnel lining with reinforcing bars, Quarterly Report of RTRI (Railway Technical Research Institute), 48, 44, 10.2219/rtriqr.48.44 Bathe, 1999, Finite element analysis of fluid flows coupled by structural interaction, Computers & Structures, 72, 1, 10.1016/S0045-7949(99)00042-5 Bernaud, 2009, A numerical approach for design of bolt-supported tunnels regarded as homogenized structures, Tunnelling and Underground Space Technology, 24, 533, 10.1016/j.tust.2009.02.002 Cao, 2010, Dynamic response of flexible container during the impact with the ground, International Journal of Impact Engineering, 37, 999, 10.1016/j.ijimpeng.2010.05.001 Cesano, 2000, Parameters regulating groundwater inflows into hard rock tunnels – a statistical study of the Bolmen tunnel in southern Sweden, Tunneling and Underground Space Technology, 15, 153, 10.1016/S0886-7798(00)00043-2 Colella, 2009, Calculation and design of tunnel ventilation systems using a two-scale modelling approach, Building and Environment, 44, 2357, 10.1016/j.buildenv.2009.03.020 Colella, 2010, Analysis of the ventilation systems in the Dartford tunnels using a multi-scale modelling approach, Tunnelling and Underground Space Technology, 25, 423, 10.1016/j.tust.2010.02.007 Di Pilato, 2008, 3D dynamic response of submerged floating tunnels under seismic and hydrodynamic excitation, Engineering Structures, 30, 268, 10.1016/j.engstruct.2007.04.001 Ding, 2006, Numerical simulation for large-scale seismic response analysis of immersed tunnel, Engineering Structures, 28, 1367, 10.1016/j.engstruct.2006.01.005 Duhee Park, 2009, Simulation of tunnel response under spatially varying ground motion, Soil Dynamics and Earthquake Engineering, 29, 1417, 10.1016/j.soildyn.2009.05.005 Ghidaoui, 2005, A review of water hammer theory and practice, Applied Mechanics Reviews, 58, 49, 10.1115/1.1828050 Kochupillai, 2005, A new finite element formulation based on the velocity of flow for water hammer problems, International Journal of Pressure Vessels and Piping, 82, 1, 10.1016/j.ijpvp.2004.06.009 Lee, 2001, An analytical solution for a jointed shield-driven tunnel lining, International Journal for Numerical and Analytical Methods in Geomechanics, 25, 365, 10.1002/nag.134 Liu, 2005, A unified viscous-spring artificial boundary for 3-D static and dynamic applications, Science in China Series E, Engineering & Materials Science, 148, 570, 10.1360/04ye0362 Liu, 2010, Three dimensional numerical analysis of underground bifurcated tunnel, Geotechnical and Geological Engineering, 28, 447, 10.1007/s10706-010-9304-x Liu, 2006, 3D viscous-spring artificial boundary in time domain, Earthquake Egineering and Engineering Vibration, 5, 93, 10.1007/s11803-006-0585-2 Mitchell, 1981, Shock compression of aluminum, copper, and tantalum, Journal of Applied Physics, 52, 3363, 10.1063/1.329160 Nilakantan, 2010, Multiscale modeling of the impact of textile fabrics based on hybrid element analysis, International Journal of Impact Engineering, 37, 1056, 10.1016/j.ijimpeng.2010.04.007 Nomura, 1994, ALE FE computations of fluid–structure interaction problems, Computer Methods in Applied Mechanics and Engineering, 112, 291 Souli, 2000, ALE formulation for fluid–structure interaction problems, Computer Methods in Applied Mechanics and Engineering, 190, 659, 10.1016/S0045-7825(99)00432-6 Wiggert, 2001, Fluid transients and fluid–structure interaction in flexible liquid-filled piping, ASME Applied Mechanics Reviews, 54, 455, 10.1115/1.1404122 Wong, H., Larue, E (1998). Modeling of bolting support taking account of nonsimultaneous yielding of bolts and ground. In: Proceedings of the International Conference on the Geotechnics of Hard Soils – Soft Rocks. Napoli, Italy, pp. 1027–1038.