To　investigate　the　displacement　and　stress　distributions　for　deep　circular　tunnels　with　liners　in　saturated　ground,　an　analytical　model　is　proposed.　For　a　deep　tunnel　with　drainage　conditions,　plane　strain　conditions　at　any　cross-section　of　the　tunnel　and　the　elastic　regime　of　the　linear　elasticity　for　the　remaining　liner　are　assumed,　while　the　ground　is　assumed　to　be　linearly　elastic　and　perfectly　plastic　with　a　failure　surface　defined　by　the　Mohr-Coulomb　criterion.　The　post-yield　behavior　of　the　ground　follows　the　non-associated　flow　rule　defined　by　the　dilation　angle.　To　solve　the　proposed　problem,　two　procedures　are　presented.　An　axisymmetric　model　for　a　deep　circular　tunnel　with　a　steady-state　seepage　condition　is　considered,　and　then　a　simple　closed-form　analytical　solution　is　obtained　with　a　common　theoretical　framework　for　the　boundary　conditions　of　a　constant　total　head　along　the　tunnel　circumference.　Assuming　that　certain　ground　displacements　along　the　tunnel　circumference　have　occurred　before　the　installation　of　the　liner,　analytical　solutions　of　stresses　and　displacements　are　derived　with　particular　emphasis　on　the　seepage　and　the　stress　release　effect　induced　by　tunnelling.　The　proposed　analytical　model　is　validated　by　numerical　simulation.