All Issue

2021 Vol.58, Issue 4 Preview Page

Research Paper

August 2021. pp. 290-299
Abstract
References
1
Chen, W.-F., 2008. Limit analysis and soil plasticity, J.Ross Publishing Inc.
2
Das, B.M., 1998. Principles of geotechnical engineering, (4th Ed.), PWS Publishing Company, Boston, USA.
3
Dawson, E., You, K., and Park, Y., 2000. Strength-reduction stability analysis of rock slopes using the Hoek-Brown failure criterion, J.F. Labuz, S.D. Glaser, E. Dawson (Eds.), Trends in Rock Mechanics, ASCE, New York, USA, p.65-77. 10.1061/40514(290)4
4
Hoek, E. and Brown, E.T., 1980. Underground Excavations in Rock, Institution of Mining and Metallurgy, London, UK.
5
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, p.1-21.
6
Hoek, E. and Marinos, P., 2007. A brief history of the development of the Hoek-Brown failure criterion, Soils and Rocks, No. 2, November 2007, p.1-13.
7
Hoek, E., 1983. Strength of jointed rock masses, Geotechnique, 33(3), p.187-223. 10.1680/geot.1983.33.3.187
8
Hoek, E., 1999. Putting numbers to geology-an engineer's viewpoint, Quarterly Journal of Engineering Geology, 32(1), p.1-19. 10.1144/GSL.QJEG.1999.032.P1.01
9
Hoek, E., Carranza-Torres, C., and Corkum, B., 2002. Hoek- Brown failure criterion - 2002 Edition, Proc. NARM-TAC Conf., Toronto, Canada, 1, p.267-273.
10
Hoek, E., Kaiser, P.K., and Bawden, W.F., 1995. Support of underground excavations in hard rock, A.A. Balkema, Rotterdam, Netherlands.
11
Kumar, V., Burman, A., Himanshu, N., and Gordan, B., 2021. Rock slope stability charts based on limit equilibrium method incorporating generalized Hoek-Brown strength criterion for static and seismic conditions, Environmental Earth Sciences, 80, 212p. 10.1007/s12665-021-09498-6
12
Lee, Y.-K. and Pietruszczak, S., 2017. Analytical representation of Mohr failure envelope approximating the generalized Hoek-Brown failure criterion, International Journal of Rock Mechanics and Mining Sciences, 100, p.90-99. 10.1016/j.ijrmms.2017.10.021
13
Lee, Y.-K. and Pietruszczak, S., 2021.06.05. Limit Equilibrium Analysis Incorporating the Generalized Hoek-Brown Criterion, Rock Mechanics and Rock Engineering, https://en.x-mol.com/paper/article/1401316365908295680
14
Lee, Y.-K., 2014. Relationship between tangential cohesion and friction angle implied in the generalized Hoek-Brown failure criterion, Tunnel & Underground Space, 24(5), p.366-372. 10.7474/TUS.2014.24.5.366
15
Lee, Y.-K., 2018. Approximate shear strength formula implied in the generalized Hoek-Brown failure criterion, Tunnel & Underground Space, 28(5), p.426-441.
16
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(3), p.172-183.
17
Li, A.J., Merifield, R.S., and Lyamin, A.V., 2008. Stability charts for rock slopes based on the Hoek-Brown failure criterion, International Journal of Rock Mechanics and Mining Sciences, 45(5), p.689-700. 10.1016/j.ijrmms.2007.08.010
18
Londe, P., 1988. Discussion on "determination of shear failure envelope in rock masses" by Roberto Ucar, Journal of Geotechnical Engineering, ASCE, 114(3), p.374-376. 10.1061/(ASCE)0733-9410(1988)114:3(374)
19
Pietruszczak, S. and Mroz, Z., 2001. On failure criteria for anisotropic cohesive-frictional materials, International Journal for Numerical and Analytical Methods in Geomechanics, 25(5), p.509-524. 10.1002/nag.141
20
Shen, J., Priest, S.D., and Karakus, M., 2012. Determination of Mohr-Coulomb Shear Strength Parameters from Generalized Hoek-Brown Criterion for Slope Stability Analysis, Rock Mechanics and Rock Engineering, 45(1), p.123-129. 10.1007/s00603-011-0184-z
21
Sofianos, A.I. and Nomikos, P.P., 2006. Equivalent Mohr- Coulomb and generalized Hoek-Brown strength parameters for supported axisymmetric tunnels in plastic or brittle rock, International Journal of Rock Mechanics and Mining Sciences, 43(5), p.683-704. 10.1016/j.ijrmms.2005.11.006
22
Ucar, R., 1986. Determination of shear failure envelope in rock masses, Journal of Geotechnical Engineering, ASCE, 112(3), p.303-315. 10.1061/(ASCE)0733-9410(1986)112:3(303)
23
Wyllie, D.C. and Mah, C.W., 2004. Rock slope engineering, (4th Ed)., Spon Press, New York, USA.
24
Yang, X.-L. and Yin, J.-H., 2006. Linear Mohr-Coulomb strength parameters from the non-linear Hoek-Brown rock masses, International Journal of Non-Linear Mechanics, 41(8), p.1000-1005. 10.1016/j.ijnonlinmec.2006.08.003
Information
  • Publisher :The Korean Society of Mineral and Energy Resources Engineers
  • Publisher(Ko) :한국자원공학회
  • Journal Title :Journal of the Korean Society of Mineral and Energy Resources Engineers
  • Journal Title(Ko) :한국자원공학회지
  • Volume : 58
  • No :4
  • Pages :290-299
  • Received Date :2021. 07. 21
  • Revised Date :2021. 08. 09
  • Accepted Date : 2021. 08. 26