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.
DOI
|
3 |
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).
DOI
|
4 |
Lazzari, E., 2013, Analysis of shear strength of rock joints with PFC2D, Masters of Science Thesis, KTH Royal Institute of Technology, Stockholm, 53p.
|
5 |
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.
DOI
|
6 |
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).
DOI
|
7 |
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.
DOI
|
8 |
Itasca Consulting Group Inc., 2008, PFC2D: Particle Flow Code in 2 Dimensions, User Manual, Minneapolis.
|
9 |
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.
DOI
|
10 |
Cundall, P.A., Strack, O.D.L., 1979, A discrete numerical model for granular assemblies, Geotechnique, 29(1), 47-65.
DOI
|
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.
DOI
|
12 |
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).
|
13 |
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).
|
14 |
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.
DOI
|
15 |
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.
DOI
|
16 |
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.
|
17 |
Brown, E.T., 1981, Rock characterization testing and monitoring: ISRM Suggested Methods, Pergamon Press, 211p.
|