Laboratory tests and numerical simulations of brittle marble and squeezing schist at Jinping II hydropower station, China

Bieniawski, 1967, Mechanism of brittle fracture of rock: parts I—theory of the fracture process, International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 4, 395, 10.1016/0148-9062(67)90030-7

Bieniawski, 1967, Mechanism of brittle fracture of rock: parts II— experimental studies, International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 4, 407, 10.1016/0148-9062(67)90031-9

Bieniawski, 1967, Mechanism of brittle fracture of rock: parts III— fracture in tension and under long-term loading, International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 4, 425, 10.1016/0148-9062(67)90032-0

Martin, 1994, The progressive fracture of Lac du Bonnet granite, International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 31, 643, 10.1016/0148-9062(94)90005-1

Cai, 2004, Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations, International Journal of Rock Mechanics and Mining Sciences, 41, 833, 10.1016/j.ijrmms.2004.02.001

Martin, 1993, The strength of massive Lac du Bonnet granite around underground openings

Lau, 2004, Innovative laboratory testing, International Journal of Rock Mechanics and Mining Sciences, 41, 1 427, 10.1016/j.ijrmms.2004.09.008

Chunsheng, 2010, Study of mechanical behavior of deep-buried marble at Jinping II hydropower station, Chinese Journal of Rock Mechanics and Engineering, 29, 1 999

Potyondy, 2007, Simulating stress corrosion with a bonded-particle model for rock, International Journal of Rock Mechanics and Mining Sciences, 44, 677, 10.1016/j.ijrmms.2006.10.002

Schmidtke, 1985, The long-term strength of Lac du Bonnet granite, International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 22, 461, 10.1016/0148-9062(85)90010-5

Cai, 2005, Assessment of excavation damaged zone using a micromechanics model, Tunnelling and Underground Space Technology, 20, 301, 10.1016/j.tust.2004.12.002

Horii, 1986, Brittle failure in compression: splitting, faulting and brittle ductile transition, Philosophical Transactions of the Royal Society of London (A, Mathematical and Physical Sciences), 319, 337, 10.1098/rsta.1986.0101

Lajtai, 1990, Criteria for brittle fracture in compression, Engineering Fracture Mechanics, 37, 59, 10.1016/0013-7944(90)90331-A

Potyondy, 2004, A bonded-particle model for rock, International Journal of Rock Mechanics and Mining Sciences, 41, 1 329, 10.1016/j.ijrmms.2004.09.011

Boidy, 2002, Back analysis of time-dependent behavior of a test gallery in clay stone, Tunnelling and Underground Space Technology, 17, 415, 10.1016/S0886-7798(02)00066-4

Shalabi, 2005, FE analysis of time-dependent behavior of tunneling in squeezing ground using two different creep models, Tunnelling and Underground Space Technology, 20, 271, 10.1016/j.tust.2004.09.001

Barton, 1974, Engineering classification of rock masses for the design of tunnel support, Rock Mechanics and Rock Engineering, 6, 189, 10.1007/BF01239496