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Engineering classification of rock masses for the design of tunnel support
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Barton N., Lien R., Lunde J. Engineering classification of rock masses for the design of tunnel support. Rock Mech 1974, 6:189-236.
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Empirical cable bolt support design
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Balkema, Rotterdam, P.K. Kaiser, D.R. McCreath (Eds.)
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Potvin Y., Milne D. Empirical cable bolt support design. Rock Support 1992, 269-275. Balkema, Rotterdam. P.K. Kaiser, D.R. McCreath (Eds.).
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ITASCA. Flac 3d manual. Minneapolis: Itasca Consulting; 2006.
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ITASCA. Flac 3d manual. Minneapolis: Itasca Consulting; 2006.
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Modelling brittle failure
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Hajiabdolmajid V., Martin C.D., Kaiser P.K. Modelling brittle failure. Proc. 4th North Amer Rock Mech Symp, Seattle 2000, 991-998. Balkema, Rotterdam. J. Girard, M. Liebman, C. Breeds, T. Doe (Eds.).
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Rock stability considerations for siting and constructing a KBS-3 repository, based on experience from Äspö HRL, AECL's HRL, tunnelling and mining. Stockhom: SKB (Swedish Nuclear Fuel Co); Rep TR-01-38.
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Martin DC, Christiansson R, Soderhall J. Rock stability considerations for siting and constructing a KBS-3 repository, based on experience from Äspö HRL, AECL's HRL, tunnelling and mining. Stockhom: SKB (Swedish Nuclear Fuel Co); 2001, Rep TR-01-38.
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Martin, D.C.1
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Updating of the Q-System for NMT. In: Proceedings of the International Symposium on Sprayed Concrete, Fagernes, Norway. Oslo: Norweg Concr Assoc
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Grimstad E, Barton N. Updating of the Q-System for NMT. In: Proceedings of the International Symposium on Sprayed Concrete, Fagernes, Norway. Oslo: Norweg Concr Assoc; 1993.
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The Q-system following twenty years of application in NMT support selection
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Barton N., Grimstad E. The Q-system following twenty years of application in NMT support selection. Felsbau 1994, 6:428-436.
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Practical estimates of rock mass strength
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Hoek E., Brown E.T. Practical estimates of rock mass strength. Int J Rock Mech Min Sci 1997, 34(8):1165-1186.
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Numerical modelling of observed fallouts in hard rock masses using an instantaneous cohesion-softening friction-hardening model
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Edelbro C. Numerical modelling of observed fallouts in hard rock masses using an instantaneous cohesion-softening friction-hardening model. Tunnell Undergr Space Tech 2009, 24(4):398-409.
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A mobilized dilation angle model for rocks
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Zhao X.G., Cai M. A mobilized dilation angle model for rocks. Int J Rock Mech Min Sci 2010, 47:368-384.
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The shear strength of rock joints in theory and practice
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Barton N., Choubey V. The shear strength of rock joints in theory and practice. Rock Mech 1977, 1/2:1-54.
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Effects of block size on the shear behaviour of jointed rock. In: Proceedings of the 23rd US Rock Mechanics Symposium, Berkeley, Calif
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Barton N, Bandis, S. Effects of block size on the shear behaviour of jointed rock. In: Proceedings of the 23rd US Rock Mechanics Symposium, Berkeley, Calif; 1982. p. 739-60.
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