Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media

Carranza-Torres, CZhao, J2008-12-022008-12-022008-12-02200910.1016/j.ijrmms.2008.09.009https://infoscience.epfl.ch/handle/20.500.14299/32087WOS:000264562300011Tunnel supportConvergence-Confinement MethodLame's solutionSaturated groundPorous groundTerzaghi effective stress principleElasticityPlasticityAnalytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous mediatext::journal::journal article::research article