Evaluation of Underground Water Flow into Tabriz Metro Tunnel First Line by Hydro-Mechanical Coupling Analysis
References:
[1] Javadi, M., M. Sharifzadeh, and K. Shahriar, Uncertainty analysis of groundwater inflow into underground excavations by stochastic discontinuum method: Case study of Siah Bisheh pumped storage project, Iran. Tunneling and Underground Space Technology, 2016. 51: p. 424-438.
[2] Goodman, R.E., et al., Ground water inflows during tunnel driving. 1964: College of Engineering, University of California.
[3] Zhang, L. and J. Franklin. Prediction of water flow into rock tunnels: an analytical solution assuming a hydraulic conductivity gradient. In International journal of rock mechanics and mining sciences & geomechanics abstracts. 1993. Elsevier.
[4] Heuer, R.E. Estimating rock tunnel water inflow. In Proceedings of the rapid excavation and tunneling conference. 1995. Society for Mining, Metallogy & Exploration, INC.
[5] Lei, S., An Analytical Solution for Steady Flow into a Ttonnel. Ground water, 1999. 37(1): p. 23-26.
[6] Karlsrud, K., Water control when tunneling under urban areas in the Olso region. NFF publication, 2001. 12(4): p. 27-33.
[7] Raymer, J. Predicting groundwater inflow into hard-rock tunnels: estimating the high-end of the permeability distribution. In 2001 Rapid Excavation and Tunneling Conference. 2001.
[8] El Tani, M., Circular tunnel in a semi-infinite aquifer. Tunneling and underground space technology, 2003. 18(1): p. 49-55.
[9] Park, K.-H., A. Owatsiriwong, and J.-G. Lee, Analytical solution for steady-state groundwater inflow into a drained circular tunnel in a semi-infinite aquifer: a revisit. Tunneling and Underground Space Technology, 2008. 23(2): p. 206-209.
[10] Schweiger, H., R. Pottler, and H. Steiner, Effect of seepage forces on the shotcrete lining of a large undersea cavern. Computer Method and Advances in Geomechanics, Rotterdam, 1991: p. 1503-1508.
[11] Katzenbach, R. The influence or soil strength and water load to the safety of tunnel driving. In International conference on numerical methods in geomechanics. 1985.
[12] Daito, K. and K. Ueshita. Prediction of tunneling effects on groundwater condition by the water balance method. In Proc., 6th Int. Conf. on Numerical Methods in Geomechanics. 1988. Innsbruck.
[13] Ueshita, K., T. Sato, and K. Daito. Prediction of tunneling effect on groundwater condition. In International conference on numerical methods in geomechanics. 1985.
[14] Gunn, M. and R. Taylor, Discussion on Atkinson and Mair (1983). Géotechnique, 1984. 35(1): p. 73-75.
[15] Shin, J., D. Potts, and L. Zdravkovic, Three-dimensional modelling of NATM tunneling in decomposed granite soil. Geotechnique, 2002. 52(3): p. 187-200.
[16] Shin, J., T. Addenbrooke, and D. Potts, A numerical study of the effect of groundwater movement on long-term tunnel behavior. Geotechnique, 2002. 52(6): p. 391-403.
[17] Yoo, C. and S. Kim, Soil and lining responses during tunneling in water-bearing permeable soil–3D stress-pore pressure coupled analysis. 2006.
[18] Shin, Y.-J., et al., The ground reaction curve of underwater tunnels considering seepage forces. Tunneling and Underground Space Technology, 2010. 25(4): p. 315-324.
[19] Shin, Y.-J., et al., Interaction between tunnel supports and ground convergence—Consideration of seepage forces. International Journal of Rock Mechanics and Mining Sciences, 2011. 48(3): p. 394-405.
[20] Wang, M. and G. Wang, A stress-displacement solution for a pressure tunnel with impermeable liner in elastic porous media. Latin American Journal of Solids and Structures, 2012. 9(1): p. 95-110.
[21] Preisig, G., F. Joel Cornaton, and P. Perrochet, Regional Flow Simulation in Fractured Aquifers Using Stress‐Dependent Parameters. Ground water, 2012. 50(3): p. 376-385.
[22] Prassetyo, S.H. and M. Gutierrez, Effect of transient coupled hydro-mechanical response on the longitudinal displacement profile of deep tunnels in saturated ground. Tunneling and Underground Space Technology, 2018. 75: p. 11-20.
[23] Lewis, R. and H. ghafouri, a novel finite element double porosity model for multiphase flow through deformable fractured porous media. International Journal for Numerical and Analytical Methods in Geomechanics, 1997. 21(11): p. 789-816.
[24] Lewis, R. and Y. Sukirman, Finite element modelling of three‐phase flow in deforming saturated oil reservoirs. International Journal for Numerical and Analytical Methods in Geomechanics, 1993. 17(8): p. 577-598.
[25] Osorio, J.G., H.-Y. CHE, and L.W. Teufel. Numerical simulation of the impact of flow-induced geomechanical response on the productivitv of stress-sensitive reservoirs. In SPE symposium on reservoir simulation. 1999.
[26] Fredrich, J., et al. Three-dimensional geomechanical simulation of reservoir compaction and implications for well failures in the Belridge Diatomite. In SPE Annual Technical Conference and Exhibition. 1996. Society of Petroleum Engineers.
[27] Minkoff, S.E., et al., Coupled fluid flow and geomechanical deformation modeling. Journal of Petroleum Science and Engineering, 2003. 38(1): p. 37-56.
[28] Reynolds, O., Experiments showing dilatancy, a property of granular material, possibly connected with gravitation. Proc. R. Inst. GB, 1886. 11(354363): p. 12.
[29] King, F.H., Observations and Experiments on the Fluctuations in the Level and Rate of Movement of Ground-water on the Wisconsin Agricultural Experiment Station Farm and at Whitewater, Wisconsin. 1892: Weather Bureau.
[30] Neuzil, C., Hydromechanical coupling in geologic processes. Hydrogeology Journal, 2003. 11(1): p. 41-83.
[31] Organization, T.c.t., Report of geological and geotechnical investigations result of the Tabriz metro first line, 2004: Archives of Tabriz city train organization.
[32] ITASCA, Manual, FLAC User’s, 2002.
[33] Lee, K. and X. Ge, The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure. Canadian Geotechnical Journal, 2001. 38(3): p. 461-483.