Nawarathna, T.H.K.; Kulathilake, L.K.N.S.; Perera, H.D.H.; Premalal, P.A.M.; Dharmaratne, P.G.R.; Chaminda SP, S.P.; Rohitha, L.P.S.
(Department of Earth Resources Engineering, University of Moratuwa, 2010)
Main failures of underground openings during excavation are closely related to discontinuous properties of the surrounding rock mass and they affect differently to the stability of underground openings. In this research, ...