1 |
Al-Ajmi, A.M. and Zimmerman, R.W., 2005, Relation between the Mogi and the Coulomb failure criteria, Int. J. Rock Mech. Min. Sci., 42, 431-439.
DOI
|
2 |
Alejano, L.R. and Bobet, A., 2012, Drucker-Prager criterion, Rock Mech. Rock Eng., 45, 995-999.
DOI
|
3 |
Balmer, G., 1952, A general analytical solution for Mohr's envelope, Proc. ASTM, Vol. 52, 1260-1271.
|
4 |
Benz, T, Schwab, R, Kauther, R.A., Vermeer, P.A., 2008, A Hoek-Brown criterion with intrinsic material strength factorization, Int. J. Rock Mech. Min. Sci., 45(2), 210-222.
DOI
|
5 |
Bretscher, O., 2005, Linear algebra with applications (3rd Ed), Pearson Prentice Hall, Upper Saddle River, New Jersey.
|
6 |
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
|
7 |
Ewy, R., 1999, Wellbore-stability predictions by use of a modified Lade criterion. SPE Drill Completion, 14(2), 85-91.
DOI
|
8 |
Hoek, E., 1983, Strength of jointed rock masses, Geotechnique, 33(3), 187-223.
DOI
|
9 |
Hoek, E., Carranza-Torres, C. and Corkum, B., 2002, Hoek-Brown failure criterion - 2002 Edition, Proc. NARM-TAC Conf., Toronto, 1, 267-273.
|
10 |
Hoek, E., 1999, Putting numbers to geology-an engineer's viewpoint, Quat. J. Eng. Geol., 32, 1-19.
DOI
|
11 |
Lee, Y.-K., 2012, Comparative study on the rock failure criteria taking account of the intermediate principal stress, Tunnel & Underground Space, 22(1), 12-21.
DOI
|
12 |
Lee, Y.-K., 2014, Derivation of Mohr envelope of Hoek-Brown failure criterion using non-dimensional stress transformation, Tunnel & Underground Space, 24(1), 81-88.
DOI
|
13 |
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.
DOI
|
14 |
Lee, Y.-K., Pietruszczak, S., 2018a, Approximation of Mohr envelope for the generalized Hoek-Brown criterion, Book of Extended Abstract for 4th Int. Sympo. on Comput. Geomech., Assisi, Italy.
|
15 |
Lee, Y.-K., Pietruszczak, S., 2018b, Limit equilibrium analysis incorporating the generalized Hoek-Brown criterion, Rock Mech. Rock Eng. (submitted).
|
16 |
Lee, Y.-K., Pietruszczak, S. and Choi, B.-H., 2012, Failure criteria for rocks based on smooth approximations to Mohr-Coulomb and Heok-Brown failure functions, Int. J. Rock Mech. Min. Sci., 56, 146-160.
DOI
|
17 |
Londe, P., 1988, Discussion on the determination of the shear stress failure in rock masses, ASCE J. Geotech. Eng. Div., Vol. 14(3), 374-376.
|
18 |
Mao, N., Al-Bittar, T. and Soubra, A.-H., 2012, Probabilistic analysis and design of strip foundation resting on rocks obeying Hoek-Brown failure criterion, Int. J. Rock Mech. Min. Sci., 49, 45-58.
DOI
|
19 |
Merifield, R.S., Lyamin, A.V. and Sloan, S.W., 2006, Limit analysis solutions for the bearing capacity of rock masses using the generalized Hoek-Brown criterion, Int. J. Rock Mech. Min. Sci., 43, 920-937.
DOI
|
20 |
Obert, L. and Duvall, W.I., 1967, Rock mechanics and the design of structures in rock, John Wiley & Sons, Inc., New York.
|
21 |
Ucar, R., 1986, Determination of shear failure envelope in rock masses, J. Geotech. Eng. Div. ASCE, Vol. 112(3), 303-315.
DOI
|
22 |
Ulusay, R.(eds), 2014, The ISRM suggested methods for rock characterization, testing and monitoring: 2007-2014, Springer.
|
23 |
Wyllie, D.C. and Mah, C.W., 2004, Rock Slope Engineering (4th Ed.), Spon Press, New York.
|
24 |
Yang, X.L. and Huang, F., 2011, Collapse mechanism of shallow tunnel based on Hoek-Brown failure criterion, Tunnel. Underg. Space Tech., 26, 686-691.
DOI
|
25 |
Zhou, S., 1994, A program to model the initial shape and extend of borehole breakout, Comput. Geosci., 20, 1143-60.
DOI
|
26 |
Chen, W.-F., 2008, Limit analysis and soil plasticity, J.Ross Publishing Inc., Fort Lauderdale, USA.
|
27 |
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
|