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NTIS 바로가기터널과 지하공간: 한국암반공학회지 = Tunnel and underground space, v.29 no.3, 2019년, pp.172 - 183
The generalized Hoek-Brown (GHB) failure criterion developed by Hoek et al. (2002) is a nonlinear function which defines a stress condition at failure of rock mass. The relevant strength parameter values are systematically determined using the GSI value. Since GSI index is a value quantifying the co...
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Bieniawski, Z.T., 1989, Engineering rock mass classification, New York, Wiley.
Bretscher, O., 2005, Linear algebra with applications (3rd Ed), Pearson Prentice Hall, Upper Saddle River, New Jersey.
Clausen, J. and Damkilde, L., 2008, An exact implementation of the Hoek-Brown criterion for elasto-plastic finite element calculations, Int. J. Rock Mech. Min. Sci., 45, 831-847.
Hoek, E., 1983, Strength of jointed rock masses, 23rd Rankine Lecture, Geotechnique, 33(3), 187-223.
Hoek, E. and Brown, E.T., 1997, Practical estimates of rock mass strength, Int. J. Rock Mech. Min. Sci., 34(8), 1165-1186.
Hoek, E., Carranza-Torres, C., and Corkum, B., 2002, Hoek-Brown criterion - 2002 edition, Proc. NARMS-TAC Conf., Toronto, 267-273.
Hoek, E., Carter, T.G. and Diederichs, M.S., 2013, Quantification of the Geological Strength Index chart, Proc. 47th US Rock Mech./Geomech. Sympo., San Francisco, ARMA 13-672.
Hoek, E. and Marinos, P., 2000, Predicting tunnel squeezing problems in weak heterogeneous rock masses, Tunnels and Tunnelling International Part 1 - November 2000, Part 2 - December 2000.
Lee, Y.-K., Pietruszczak, S., 2017, Analytical representation of Mohr envelope approximating the generalized Hoek-Brown failure criterion, Int. J. Rock Mech. Min. Sci., 100, 90-99.
Lee, Y.K., 2018, Approximate shear strength formula implied in the generalized Hoek-Brown failure criterion, Tunnel & Underground Space (J. Korean Soc. Rock Mech.), 28(5), 426-441.
Mansouri M., Imani, M. and Fahimifar, A., 2019, Ultimate bearing capacity of rock masses under square and rectangular footings, Int. J. Rock Mech. Min. Sci., 111, 1-9.
Marinos, P.G., Marinos, V. and Hoek, E., 2007, The geological strength index (GSI): A characterization tool for assessing engineering properties for rock masses, Proc. ISRM Workshop W1 (Eds. M. Romana, A. Perucho and C. Olalla), Madrid, Spain, 87-94.
Rojat, F., Labiouse, V. and Mestat, P., 2015, Improved analytical solutions for the response of underground excavations in rock mass satisfying the generalized Hoek-Brown failure criterion, Int. J. Rock Mech. Min. Sci., 79, 193-204.
Saada, Z., Maghous, S. and Garnier, D., 2011, Seismic bearing capacity of shallow foundation near rock slopes using the generalized Hoek-Brown criterion, Int. J. Numer. Anal. Meth. Geomech., 35, 724-748.
Sofianos, A.I., Nomikos, P.P., 2006, Equivalent Mohr-Coulomb and generalized Hoek-Brown strength parameters for supported axisymmetric tunnels in plastic or brittle rock, Int. J. Rock Mech. Min. Sci., 43, 683-704.
Sorensen, E.S., Clausen, J. and Damkilde, L., 2015, Finite element implementation of the Hoek-Brown material model with general strain softening behavior, Int. J. Rock Mech. Min. Sci., 78, 163-174.
Xu, J. and Yang X., 2018, Seismic stability analysis and charts of a 3D rock slope in Hoek-Brown media, Int. J. Rock Mech. Min. Sci., 112, 64-76.
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