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2021 Vol.31, Issue 3 Preview Page

Research Article

September 2021. pp. 357-366
Abstract
References
1
Barton, N.R., 1987, Predicting the behavior of underground openings in rock, Manual Rocha Memorial Lecture, Lisbon, Oslo: Norwegian Geotechnical Institute.
2
Barton, N.R., Choubey, V., 1977, The shear strength of rock joints in theory and practice, Rock Mechanics and Rock Engineering, 10(1), 1-54. 10.1007/BF01261801
3
Barton, N.R., Lien, R., Lunde, J., 1974, Engineering classification of rock masses for the design of tunnel support, Rock Mechanics and Rock Engineering, 6(4), 189-236. 10.1007/BF01239496
4
Brown, E.T., 1981, Rock characterization testing and monitoring: ISRM Suggested Methods, Pergamon Press, 211p.
5
Chiu, C.C., Weng, M.C., Huang, T.H., 2016, Modeling rock joint behavior using a rough-joint model, International Journal of Rock Mechanics & Mining Sciences, 89, 14-25. 10.1016/j.ijrmms.2016.08.001
6
Cho, T., Suk, J., Lee, J., 2013, A Study of the effect of asperity change on the shear strength of joint plane, Tunnel & Underground Space, 23(5), 401-412 (in Korean with English abstract). 10.7474/TUS.2013.23.5.401
7
Cundall, P.A., Strack, O.D.L., 1979, A discrete numerical model for granular assemblies, Geotechnique, 29(1), 47-65. 10.1680/geot.1979.29.1.47
8
Itasca Consulting Group Inc., 2008, PFC2D: Particle Flow Code in 2 Dimensions, User Manual, Minneapolis.
9
Kim, E.K., Lee, J.H., Lee, S.W., 2012, Shear behavior at the interface between particle and non-crushing surface by using PFC, Journal of Korean Tunnelling and Underground Space Association, 14(4), 293-308 (in Korean with English abstract). 10.9711/KTAJ.2012.14.4.293
10
Kulatilake, P.H.S.W., Shou, G., Huang, T.H., Morgan, R.M., 1995, New peak shear strength criteria for anisotropic rock joints, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 32(7), 673-697. 10.1016/0148-9062(95)00022-9
11
Lambert, C., Coll, C., 2014, Discrete modeling of rock joints with a smooth-joint contact model, Journal of Rock Mechanics and Geotechnical Engineering, 6(1), 1-12. 10.1016/j.jrmge.2013.12.003
12
Lazzari, E., 2013, Analysis of shear strength of rock joints with PFC2D, Masters of Science Thesis, KTH Royal Institute of Technology, Stockholm, 53p.
13
Lee, K.H., Jang, H.S., Jang, B.A., 2019, Experimental study for optimal method in measuring the basic friction angle of rock, The Journal of Engineering Geology, 29(4), 565-578 (in Korean with English abstract).
14
Park, E.S., Ryu, C.H., 2005, The Mechanical behavior of jointed rock masses by using PFC2D, Tunnel & Underground Space, 15(2), 119-128 (in Korean with English abstract).
15
Park, J.W., Song, J.J., 2009, Numerical simulation of a direct shear test on a rock joint using a bonded-particle model, International Journal of Rock Mechanics and Mining Sciences, 46(8), 1315-1328. 10.1016/j.ijrmms.2009.03.007
16
Park, J.W., Song, J.J., 2013, Numerical method for the determination of contact areas of a rock joint under normal and shear loads, International Journal of Rock Mechanics and Mining Sciences, 58, 8-22. 10.1016/j.ijrmms.2012.10.001
17
Patton, F.D., 1966, Multiple modes of shear failure in rock, Proceedings of the 1st International Congress of Rock Mecanics in Portugal, Manuel Rocha, International Society of Rock Mechanics, Lisbon, 509-513.
Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 31
  • No :3
  • Pages :357-366
  • Received Date :2021. 08. 23
  • Revised Date :2021. 09. 09
  • Accepted Date : 2021. 09. 09