Simanjuntak, T. D. Y. F.Marence, M.Schleiss, AntonMynett, A. E.2012-11-012012-11-012012-11-012012https://infoscience.epfl.ch/handle/20.500.14299/86441In this study, a two-dimensional plane strain finite element model is used for the prediction of mechanical and hydraulic behaviour of pre-stressed concrete-lined pressure tunnels. Results obtained from numerical models are presented and compared with the one calculated using analytival solutions.pressure tunnelstext::journal::journal article