1 |
Lee, Y.-K., 2019, Analytical formula for the equivalent Mohr-Coulomb strength parameters best-fitting the generalized Hoek-Brown criterion in an arbitrary range of minor principal Stress, Tunnel & Underground Space, 29, 172-183.
DOI
|
2 |
Lee, Y.-K. and Pietruszczak, S., 2017, Analytical representation of Mohr failure envelope approximating the generalized Hoek-Brown failure criterion, Int. J. Rock Mech. Min. Sci., 100, 90-99.
DOI
|
3 |
Li, A.J., Merifield, R.S. and Lyamin, A.V., 2008, Stability charts for rock slopes based on the Hoek-Brown failure criterion, Int. J. Rock Mech. Min. Sci., 45, 689-700.
DOI
|
4 |
Michalowski, R.L. and Park, D., 2020, Stability assessment of slopes in rock governed by the Hoek-Brown strength criterion, Int. J. Rock Mech. Min. Sci., 127, 140217.
|
5 |
Rafiei Renani, H. and Martin, C.D., 2020, Slope stability analysis using equivalent Mohr-Coulomb and Hoek-Brown criteria, Rock Mech. Rock Eng., 53, 13-21.
DOI
|
6 |
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.
DOI
|
7 |
Serrano, A., Olalla, C. and Galindo, R.A., 2014, Ultimate bearingcapacity at the tip of a pile in rock based on the modified Hoek- Brown criterion, Int. J. Rock Mech. Min. Sci., 71, 83-90.
DOI
|
8 |
Shen, J., Priest, S.D. and Karakus, M., 2012, Determination of Mohr-Coulomb shear strength parameters from generalized Hoek-Brown criterion for stability analysis, Rock Mech. Rock Eng., 45, 123-129.
DOI
|
9 |
Carranza-Torres, C. and Fairhurst, C., 1999, The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion, Int. J. Rock Mech. Min. Sci., 36, 777-809.
DOI
|
10 |
Brady, B.H.G. and Brown, E.T., 2004, Rock mechanics for underground mining, 3rd Ed., Kluwer Academic Publishers, Dordrecht.
|
11 |
Sofianos, A.I., 2003, Tunnelling Mohr-Coulomb strength parameters for rock masses satisfying the generalized Hoek-Brown criterion, Int. J. Rock Mech. Min. Sci., 40, 435-440.
DOI
|
12 |
Yang, X.-L.. 2018, Lower-bound analytical solution for bearing capacity factor using modified Hoek-Brown failure criterion, Canadian Geotech. J., 55, 577-583.
DOI
|
13 |
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.
DOI
|
14 |
Hoek, E., 1999, Putting numbers to geology-an engineer's viewpoint, Quart. J. Eng. Geol., 32, 1-19.
DOI
|
15 |
Hoek, E., Carranza-Torres, C. and Corkum, B., 2002, Hoek-Brown failure criterion - 2002 Edition, Proc. NARM-TAC Conf., Toronto, 1, 267-273.
|
16 |
Lee, Y.-K. and Pietruszczak, S., 2008, A new numerical procedure for elastic-plastic analysis of a circular opening excavated in a strain-softening rock mass, Tunn. Undergr. Space Technol., 23, 588-599.
DOI
|
17 |
Haimson, B., Bobet, A., 2012, Introduction to suggested methods for failure criteria. In: Ulusay R. (eds) The ISRM suggested methods for rock characterization, testing and monitoring: 2007-2014. Springer, Cham.
|
18 |
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.
DOI
|