All Issue

2019 Vol.29, Issue 4 Preview Page

Research Article

31 December 2019. pp. 565-578
Abstract
References
1
Alejano, L.R., González, J., Muralha, J., 2012a, Comparison of different techniques of tilt testing and basic friction angle variability assessment, Rock Mechanics and Rock Engineering, 45(6), 1023-1035.
10.1007/s00603-012-0265-7
2
Alejano, L.R., González, J., Muralha, J., 2012b, Response by the authors to S.R. Hencher's discussion of the paper "Comparison of different techniques of tilt testing and basic friction angle variability assessment, Rock Mechanics and Rock Engineering, 45(6), 1141-1143.
10.1007/s00603-012-0316-0
3
Alejano, L.R., Muralha, J., Ulusay, R., Li, C.C., Pérez-Rey, I., Karakul, H., Chryssanthakis, P., Aydan, Ö., 2018, ISRM suggested method for determining the basic friction angle of planar rock surfaces by means of tilt tests, Rock Mechanics and Rock Engineering, 51(9), 3853-3859.
10.1007/s00603-018-1627-6
4
Barton, N., Choubey, V., 1977, The shear strength of rock joints in theory and practice, Rock Mechanics, 10(1-2), 1-54.
10.1007/BF01261801
5
Barton, N., 1973, Review of a new shear strength criterion for rock joints, Engineering Geology, 7(4), 287-332.
10.1016/0013-7952(73)90013-6
6
Cawsey, D.C., Farrar, N.S., 1976, A simple sliding apparatus for the measurement of rock joint friction, Géotechnique, 26(2), 382-386.
10.1680/geot.1976.26.2.382
7
Cho, M.S., Kim, J.W., 1993, Occurrence of kyanite in the Yougduri gneiss complex of the Chuncheon-Hongcheon area: its tectonometamorphic implication, The Journal of the Petrological Society of Korea, 2(1), 1-8 (in Korean with English abstract).
8
Cruden, D.M., Hu, X.Q., 1988, Basic friction angles of carbonate rocks from Kananaskis county, Canada, Bulletin of the International Association of Engineering Geology, 38(1), 55-59.
10.1007/BF02590448
9
Deere, D.U., Miller, R.P., 1966, Engineering classification and index properties for intact rock, Air Force Weapons Laboratory, New Mexico, AFNL-TR-65-116.
10.21236/AD0646610
10
Dehler, W., Labuz, J.F., 2007, Stress path testing of an anisotropic sandstone, Journal of Geotechnical and Geoenvironmental Engineering, 133(1), 157-164.
10.1061/(ASCE)1090-0241(2007)133:1(116)
11
González, J., González-Pastoriza, N., Castro, U., Alejano, L.R., Muralha, J., 2014, Considerations on the laboratory estimate of the basic friction angle of rock joints, In: Alejano, R., Perucho, A., Olalla, C., Jimenez, R. (Eds.), Rock Engineering and Rock Mechanics: Structures in and on Rock Masses (EUROCK 2014), ISRM European Regional Symposium, Vigo, 199-204.
10.1201/b16955-3124826208PMC4018244
12
Grasselli, G., Egger, P., 2003, Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters, International Journal of Rock Mechanics and Mining Sciences, 40(1), 25-40.
10.1016/S1365-1609(02)00101-6
13
Jaeger, J.C., Cook, N.G.W., 1979, Fundamentals of rock mechanics, 3rd edition, Chapman & Hall, London.
14
Jang, H.S., Kang, S.S., Jang, B.A., 2014, Determination of joint roughness coefficients using roughness parameters, Rock Mechanics and Rock Engineering, 47(6), 2061-2073.
10.1007/s00603-013-0535-z
15
Jang, H.S., Zhang, Q.Z., Kang, S.S., Jang, B.A., 2018, Determination of the basic friction angle of rock surfaces by tilt tests, Rock Mechanics and Rock Engineering, 51(4), 989-1004.
10.1007/s00603-017-1388-7
16
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
17
Li, C.C., Zhang, N., Ruiz, J., 2019, Measurement of the basic friction angle of planar rock discontinuities with three rock cores, Bulletin of Engineering Geology and the Environment, 78(2), 847-856.
10.1007/s10064-017-1045-0
18
Mehrishal, S., Sharifzadeh, M., Shahriar, K., Song, J.J., 2016, An experimental study on normal stress and shear rate dependency of basic friction coefficient in dry and wet limestone joints, Rock Mechanics and Rock Engineering, 49(12), 4607-4629.
10.1007/s00603-016-1073-2
19
Muralha, J., Grasselli, G., Tatone, B., Blumel, M., Chryssanthakis, P., Jiang, Y.-J., 2013, ISRM suggested method for laboratory determination of the shear strength of rock joints: revised version, Rock Mechanics and Rock Engineering, 47(1), 291-302.
10.1007/s00603-013-0519-z
20
Patton, F.D., 1966, Multiple modes of shear failure in rock and related material, Ph.D. Thesis, University of Illinois, 282p.
21
Paul, B., 1961, Modification of the Coulomb-Mohr theory of fracture, Journal of Applied Mechanics, 28(2), 259-268.
10.1115/1.3641665
22
Ruiz, J., Li, C., 2014, Measurement of the basic friction angle of rock by three different tilt test methods, In: Alejano, R., Perucho, A., Olalla, C., Jimenez, R. (Eds.), Rock Engineering and Rock Mechanics: Structures in and on Rock Masses (EUROCK 2014), ISRM European Regional Symposium, Vigo, 261-266.
10.1201/b16955-42
23
Tse, R., Cruden, D.M., 1979, Estimating joint roughness coefficients, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 16(5), 303-307.
10.1016/0148-9062(79)90241-9
Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 29
  • No :4
  • Pages :565-578
  • Received Date : 2019-12-16
  • Accepted Date : 2019-12-23