-
1
-
-
0014928148
-
Determination of the post-failure behaviour of brittle rock using a servo-controlled testing machine
-
Rummel F., and Fairhurst C. Determination of the post-failure behaviour of brittle rock using a servo-controlled testing machine. Rock Mech Rock Eng 2 4 (1970) 189-204
-
(1970)
Rock Mech Rock Eng
, vol.2
, Issue.4
, pp. 189-204
-
-
Rummel, F.1
Fairhurst, C.2
-
2
-
-
0015080438
-
Post-failure behaviour of a granite and diabase
-
Wawersik W.R., and Brace W.F. Post-failure behaviour of a granite and diabase. Rock Mech Rock Eng 3 2 (1971) 61-85
-
(1971)
Rock Mech Rock Eng
, vol.3
, Issue.2
, pp. 61-85
-
-
Wawersik, W.R.1
Brace, W.F.2
-
3
-
-
0014838857
-
A study of brittle rock fracture in laboratory compression experiments
-
Wawersik W.R., and Fairhurst C. A study of brittle rock fracture in laboratory compression experiments. Int J Rock Mech Min Sci Geomech Abstr 7 5 (1970) 561-575
-
(1970)
Int J Rock Mech Min Sci Geomech Abstr
, vol.7
, Issue.5
, pp. 561-575
-
-
Wawersik, W.R.1
Fairhurst, C.2
-
5
-
-
0021634377
-
Non-associated plasticity for soils, concrete and rock
-
Vermeer P.A., and de Borst R. Non-associated plasticity for soils, concrete and rock. Heron 29 3 (1984) 1-64
-
(1984)
Heron
, vol.29
, Issue.3
, pp. 1-64
-
-
Vermeer, P.A.1
de Borst, R.2
-
9
-
-
85154549383
-
-
2 5.0 users guide. Toronto: Rocscience, 2007.
-
2 5.0 users guide. Toronto: Rocscience, 2007.
-
-
-
-
10
-
-
85154585489
-
-
ANSYS 8.0 User's Manual. Houston: ANSYS Inc., 2004.
-
ANSYS 8.0 User's Manual. Houston: ANSYS Inc., 2004.
-
-
-
-
11
-
-
0022702903
-
Elastoplastic model of a deep tunnel for a rock with variable dilatancy
-
Detournay E. Elastoplastic model of a deep tunnel for a rock with variable dilatancy. Rock Mech Rock Eng 19 2 (1986) 99-108
-
(1986)
Rock Mech Rock Eng
, vol.19
, Issue.2
, pp. 99-108
-
-
Detournay, E.1
-
12
-
-
18644380534
-
Considerations of the dilatancy angle in rocks and rock masses
-
Alejano L.R., and Alonso E. Considerations of the dilatancy angle in rocks and rock masses. Int J Rock Mech Min Sci 42 4 (2005) 481-507
-
(2005)
Int J Rock Mech Min Sci
, vol.42
, Issue.4
, pp. 481-507
-
-
Alejano, L.R.1
Alonso, E.2
-
13
-
-
0000621467
-
Microfracturing and the inelastic deformation of rock in compression
-
Scholz C.H. Microfracturing and the inelastic deformation of rock in compression. J Geophys Res 73 4 (1968) 1417-1432
-
(1968)
J Geophys Res
, vol.73
, Issue.4
, pp. 1417-1432
-
-
Scholz, C.H.1
-
14
-
-
0001300073
-
Stress-strain behaviour of a granodiorite and two graywackes on compression to 20 kilobars
-
Schock R.N., Heard H.C., and Stephens D.R. Stress-strain behaviour of a granodiorite and two graywackes on compression to 20 kilobars. J Geophys Res 78 26 (1973) 5922-5941
-
(1973)
J Geophys Res
, vol.78
, Issue.26
, pp. 5922-5941
-
-
Schock, R.N.1
Heard, H.C.2
Stephens, D.R.3
-
15
-
-
0034351070
-
Experimental characterisation of the localisation phenomenon inside a Vosges sandstone in a triaxial cell
-
Béuelle P., Desrues J., and Raynaud S. Experimental characterisation of the localisation phenomenon inside a Vosges sandstone in a triaxial cell. Int J Rock Mech Min Sci 37 8 (2000) 1223-1237
-
(2000)
Int J Rock Mech Min Sci
, vol.37
, Issue.8
, pp. 1223-1237
-
-
Béuelle, P.1
Desrues, J.2
Raynaud, S.3
-
16
-
-
0001201328
-
Volume changes during fracture and frictional sliding: a review
-
Brace W.F. Volume changes during fracture and frictional sliding: a review. Pure Appl Geophys 116 4-5 (1978) 603-614
-
(1978)
Pure Appl Geophys
, vol.116
, Issue.4-5
, pp. 603-614
-
-
Brace, W.F.1
-
17
-
-
0037095877
-
Influence of confining pressure on the mechanical and structural evolution of laboratory deformation bands
-
Mair K., Elphick S., and Main I. Influence of confining pressure on the mechanical and structural evolution of laboratory deformation bands. Geophys Res Lett 29 10 (2002) 1-4
-
(2002)
Geophys Res Lett
, vol.29
, Issue.10
, pp. 1-4
-
-
Mair, K.1
Elphick, S.2
Main, I.3
-
18
-
-
85088076635
-
Observations of brittle failure around a circular test tunnel
-
Martin C.D., Read R.S., and Martino J.B. Observations of brittle failure around a circular test tunnel. Int J Rock Mech Min Sci 34 7 (1997) 1065-1073
-
(1997)
Int J Rock Mech Min Sci
, vol.34
, Issue.7
, pp. 1065-1073
-
-
Martin, C.D.1
Read, R.S.2
Martino, J.B.3
-
19
-
-
0001388036
-
Underground works in hard rock tunnelling and mining
-
Melbourne, Technomic Pub
-
Kaiser PK, Diederichs MS, Martin CD, Sharp J, Steiner W. Underground works in hard rock tunnelling and mining. In: Proceedings of the GeoEng2000, Melbourne, vol. 1, Technomic Pub, 2000. p. 841-926.
-
(2000)
Proceedings of the GeoEng2000
, vol.1
, pp. 841-926
-
-
Kaiser, P.K.1
Diederichs, M.S.2
Martin, C.D.3
Sharp, J.4
Steiner, W.5
-
20
-
-
0035737988
-
Quantification of rock mass damage in underground excavations from microseismic event monitoring
-
Cai M., Kaiser P.K., and Martin C.D. Quantification of rock mass damage in underground excavations from microseismic event monitoring. Int J Rock Mech Min Sci 38 8 (2001) 1135-1145
-
(2001)
Int J Rock Mech Min Sci
, vol.38
, Issue.8
, pp. 1135-1145
-
-
Cai, M.1
Kaiser, P.K.2
Martin, C.D.3
-
21
-
-
41549099254
-
Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries-insight from numerical modeling
-
Cai M. Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries-insight from numerical modeling. Int J Rock Mech Min Sci 45 5 (2008) 763-772
-
(2008)
Int J Rock Mech Min Sci
, vol.45
, Issue.5
, pp. 763-772
-
-
Cai, M.1
-
22
-
-
0014925460
-
An experiment proving that dilatancy is a pervasive volumetric property of brittle rock loaded to failure
-
Cook N.G.W. An experiment proving that dilatancy is a pervasive volumetric property of brittle rock loaded to failure. Rock Mech Rock Eng 2 4 (1970) 181-188
-
(1970)
Rock Mech Rock Eng
, vol.2
, Issue.4
, pp. 181-188
-
-
Cook, N.G.W.1
-
23
-
-
84860318326
-
Dilatancy in the fracture of crystalline rocks
-
Brace W.F., Paulding B.W., and Scholz C.H. Dilatancy in the fracture of crystalline rocks. J Geophys Res 71 16 (1966) 3939-3953
-
(1966)
J Geophys Res
, vol.71
, Issue.16
, pp. 3939-3953
-
-
Brace, W.F.1
Paulding, B.W.2
Scholz, C.H.3
-
24
-
-
0000457695
-
Mechanism of brittle fracture of rock, parts I, II and III
-
Bieniawski Z.T. Mechanism of brittle fracture of rock, parts I, II and III. Int J Rock Mech Min Sci Geomech Abstr 4 4 (1967) 395-430
-
(1967)
Int J Rock Mech Min Sci Geomech Abstr
, vol.4
, Issue.4
, pp. 395-430
-
-
Bieniawski, Z.T.1
-
25
-
-
0347004508
-
The evolution of brittle fracture in rocks
-
Lajtai E.Z., and Lajtai V.N. The evolution of brittle fracture in rocks. J Geol Soc London 130 1 (1974) 1-16
-
(1974)
J Geol Soc London
, vol.130
, Issue.1
, pp. 1-16
-
-
Lajtai, E.Z.1
Lajtai, V.N.2
-
28
-
-
0031252053
-
Seventeenth Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength
-
Martin C.D. Seventeenth Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength. Can Geotech J 34 5 (1997) 698-725
-
(1997)
Can Geotech J
, vol.34
, Issue.5
, pp. 698-725
-
-
Martin, C.D.1
-
29
-
-
0032056193
-
Identifying crack initiation and propagation thresholds in brittle rock
-
Eberhardt E., Stead D., Stimpson B., and Read R.S. Identifying crack initiation and propagation thresholds in brittle rock. Can Geotech J 35 2 (1998) 222-233
-
(1998)
Can Geotech J
, vol.35
, Issue.2
, pp. 222-233
-
-
Eberhardt, E.1
Stead, D.2
Stimpson, B.3
Read, R.S.4
-
30
-
-
3042685837
-
Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations
-
Cai M., Kaiser P.K., Tasaka Y., Maejima T., Morioka H., and Minami M. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations. Int J Rock Mech Min Sci 41 5 (2004) 833-847
-
(2004)
Int J Rock Mech Min Sci
, vol.41
, Issue.5
, pp. 833-847
-
-
Cai, M.1
Kaiser, P.K.2
Tasaka, Y.3
Maejima, T.4
Morioka, H.5
Minami, M.6
-
32
-
-
0004667012
-
Observation of quasi-static fault growth from acoustic emissions
-
Evans B., and Wong T.F. (Eds), Academic, New York
-
Lockner D A., Byerlee J.D., Kuksenko V., Ponomarev A., and Sidorin A. Observation of quasi-static fault growth from acoustic emissions. In: Evans B., and Wong T.F. (Eds). Fault mechanics and transport properties of rocks (1992), Academic, New York 3-31
-
(1992)
Fault mechanics and transport properties of rocks
, pp. 3-31
-
-
Lockner D, A.1
Byerlee, J.D.2
Kuksenko, V.3
Ponomarev, A.4
Sidorin, A.5
-
33
-
-
0014881157
-
Experimental determination of volumetric strains in failed rock
-
Crouch S.L. Experimental determination of volumetric strains in failed rock. Int J Rock Mech Min Sci Geomech Abstr 7 6 (1970) 589-603
-
(1970)
Int J Rock Mech Min Sci Geomech Abstr
, vol.7
, Issue.6
, pp. 589-603
-
-
Crouch, S.L.1
-
34
-
-
0016577387
-
Technique and apparatus for strain measurements on rock in constant confining pressure experiments
-
Wawersik W.R. Technique and apparatus for strain measurements on rock in constant confining pressure experiments. Rock Mech Rock Eng 7 4 (1975) 231-241
-
(1975)
Rock Mech Rock Eng
, vol.7
, Issue.4
, pp. 231-241
-
-
Wawersik, W.R.1
-
35
-
-
0022250512
-
Computer controlled volumetric strain measurements in metadolerite
-
Cipullo A., White W., and Lee I.K. Computer controlled volumetric strain measurements in metadolerite. Bull Eng Geol Environ 32 1 (1985) 55-65
-
(1985)
Bull Eng Geol Environ
, vol.32
, Issue.1
, pp. 55-65
-
-
Cipullo, A.1
White, W.2
Lee, I.K.3
-
36
-
-
0031195097
-
Study of rock fracture by permeability method
-
Singh A.B. Study of rock fracture by permeability method. J Geotech Geoenviron Eng 123 7 (1997) 601-608
-
(1997)
J Geotech Geoenviron Eng
, vol.123
, Issue.7
, pp. 601-608
-
-
Singh, A.B.1
-
37
-
-
0032415174
-
A study of mechanical behaviour of coal for pillar design
-
Medhurst T.P., and Brown E.T. A study of mechanical behaviour of coal for pillar design. Int J Rock Mech Min Sci 35 8 (1998) 1087-1105
-
(1998)
Int J Rock Mech Min Sci
, vol.35
, Issue.8
, pp. 1087-1105
-
-
Medhurst, T.P.1
Brown, E.T.2
-
41
-
-
85007883109
-
Dilatancy of rocks under general triaxial stress states with special reference to earthquake precursors
-
Mogi K. Dilatancy of rocks under general triaxial stress states with special reference to earthquake precursors. J Phys Earth 25 Suppl (1977) 203-217
-
(1977)
J Phys Earth
, vol.25
, Issue.SUPPL
, pp. 203-217
-
-
Mogi, K.1
-
42
-
-
85047574508
-
Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000 m
-
Maury V., and Fourmaintraux D. (Eds), Balkema, Rotterdam
-
Takahashi M., and Koide H. Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000 m. In: Maury V., and Fourmaintraux D. (Eds). Rock at great depth vol. 1 (1989), Balkema, Rotterdam 19-26
-
(1989)
Rock at great depth
, vol.1
, pp. 19-26
-
-
Takahashi, M.1
Koide, H.2
-
43
-
-
0033902257
-
A new true triaxial cell for testing mechanical properties of rock and its use to determine rock strength and deformability of Westerly granite
-
Haimson B., and Chang C. A new true triaxial cell for testing mechanical properties of rock and its use to determine rock strength and deformability of Westerly granite. Int J Rock Mech Min Sci 37 1-2 (2000) 285-296
-
(2000)
Int J Rock Mech Min Sci
, vol.37
, Issue.1-2
, pp. 285-296
-
-
Haimson, B.1
Chang, C.2
-
44
-
-
85057764616
-
Volume changes in sandstone under true triaxial compression conditions
-
South African Institute of Mining and Metallurgy
-
Kwaniewski M, Takahashi M, Li X. Volume changes in sandstone under true triaxial compression conditions. In: Proceedings of the ISRM 2003, technology roadmap for rock mechanics, South African Institute of Mining and Metallurgy, 2003, p. 683-88.
-
(2003)
Proceedings of the ISRM 2003, technology roadmap for rock mechanics
, pp. 683-688
-
-
Kwaniewski, M.1
Takahashi, M.2
Li, X.3
-
45
-
-
0032183347
-
Non-linear, stress- and strain-dependent behavior of soft rocks under cycle triaxial conditions
-
Yoshinaka R., Tran T.V., and Osada M. Non-linear, stress- and strain-dependent behavior of soft rocks under cycle triaxial conditions. Int J Rock Mech Min Sci 35 7 (1998) 941-955
-
(1998)
Int J Rock Mech Min Sci
, vol.35
, Issue.7
, pp. 941-955
-
-
Yoshinaka, R.1
Tran, T.V.2
Osada, M.3
-
46
-
-
0018024838
-
Quantitative model of dilatancy in dry rock and its application to westerly granite
-
Holcomb D.J. Quantitative model of dilatancy in dry rock and its application to westerly granite. J Geophys Res 83 B10 (1978) 4941-4950
-
(1978)
J Geophys Res
, vol.83
, Issue.B10
, pp. 4941-4950
-
-
Holcomb, D.J.1
-
47
-
-
1842635234
-
An empirical dilatancy index for the dilatant deformation of rock
-
Yuan S.-C., and Harrison J.P. An empirical dilatancy index for the dilatant deformation of rock. Int J Rock Mech Min Sci 41 4 (2004) 679-686
-
(2004)
Int J Rock Mech Min Sci
, vol.41
, Issue.4
, pp. 679-686
-
-
Yuan, S.-C.1
Harrison, J.P.2
-
48
-
-
85088208530
-
Practical estimates of rock mass strength
-
Hoek E., and Brown E.T. Practical estimates of rock mass strength. Int J Rock Mech Min Sci 34 8 (1997) 1165-1186
-
(1997)
Int J Rock Mech Min Sci
, vol.34
, Issue.8
, pp. 1165-1186
-
-
Hoek, E.1
Brown, E.T.2
-
49
-
-
0026306184
-
Deformation of rock: a pressure-sensitive, dilatant material
-
Ord A. Deformation of rock: a pressure-sensitive, dilatant material. Pure Appl Geophys 137 4 (1991) 337-366
-
(1991)
Pure Appl Geophys
, vol.137
, Issue.4
, pp. 337-366
-
-
Ord, A.1
-
50
-
-
0017582564
-
The shear strength of rock joints in theory and practice
-
Barton N.R., and Choubey V. The shear strength of rock joints in theory and practice. Rock Mech Rock Eng 10 1-2 (1977) 1-54
-
(1977)
Rock Mech Rock Eng
, vol.10
, Issue.1-2
, pp. 1-54
-
-
Barton, N.R.1
Choubey, V.2
-
52
-
-
0242636603
-
Ground response curves for rock masses exhibiting strain-softening behaviour
-
Alonso E., Alejano L.R., Varas F., Fdez-Maní G., and Carranza-Torres C. Ground response curves for rock masses exhibiting strain-softening behaviour. Int J Numer Anal Methods Geomech 27 13 (2003) 1153-1185
-
(2003)
Int J Numer Anal Methods Geomech
, vol.27
, Issue.13
, pp. 1153-1185
-
-
Alonso, E.1
Alejano, L.R.2
Varas, F.3
Fdez-Maní, G.4
Carranza-Torres, C.5
-
53
-
-
0022693690
-
Further development of a plasticity approach to yield in porous rock
-
Elliott G.M., and Brown E.T. Further development of a plasticity approach to yield in porous rock. Int J Rock Mech Min Sci Geomech Abstr 23 2 (1986) 151-156
-
(1986)
Int J Rock Mech Min Sci Geomech Abstr
, vol.23
, Issue.2
, pp. 151-156
-
-
Elliott, G.M.1
Brown, E.T.2
-
54
-
-
46449136036
-
Influence of stress path on tunnel excavation response-numerical tool selection and modeling strategy
-
Cai M. Influence of stress path on tunnel excavation response-numerical tool selection and modeling strategy. Tunn Undergr Space Techn 23 6 (2008) 618-628
-
(2008)
Tunn Undergr Space Techn
, vol.23
, Issue.6
, pp. 618-628
-
-
Cai, M.1
-
55
-
-
85154569374
-
-
RocLab users guide. Toronto: Rocscience, 2007.
-
RocLab users guide. Toronto: Rocscience, 2007.
-
-
-
-
56
-
-
85154598462
-
-
Hoek E, Carranza-Torres C, Corkum B. Hoek-Brown failure criterion-2002 Edition. In: Proceedings of the 5th North American Rock Mechanics Symposium, Toronto, 1, 2002. p. 267-73.
-
Hoek E, Carranza-Torres C, Corkum B. Hoek-Brown failure criterion-2002 Edition. In: Proceedings of the 5th North American Rock Mechanics Symposium, Toronto, vol. 1, 2002. p. 267-73.
-
-
-
-
57
-
-
33751178615
-
Determination of residual strength parameters of jointed rock masses using the GSI system
-
Cai M., Kaiser P.K., Tasaka Y., and Minami M. Determination of residual strength parameters of jointed rock masses using the GSI system. Int J Rock Mech Min Sci 44 2 (2007) 247-265
-
(2007)
Int J Rock Mech Min Sci
, vol.44
, Issue.2
, pp. 247-265
-
-
Cai, M.1
Kaiser, P.K.2
Tasaka, Y.3
Minami, M.4
-
58
-
-
0034353205
-
Numerical studies of the influence of microstructure on rock failure in uniaxial compression-part I: effect of heterogeneity
-
Tang C.A., Liu H., Lee P.K.K., Tsui Y., and Tham L.G. Numerical studies of the influence of microstructure on rock failure in uniaxial compression-part I: effect of heterogeneity. Int J Rock Mech Min Sci 37 4 (2000) 555-569
-
(2000)
Int J Rock Mech Min Sci
, vol.37
, Issue.4
, pp. 555-569
-
-
Tang, C.A.1
Liu, H.2
Lee, P.K.K.3
Tsui, Y.4
Tham, L.G.5
-
59
-
-
0036599857
-
Application of a local degradation model to the analysis of brittle fracture of laboratory scale rock specimens under triaxial conditions
-
Fang Z., and Harrison J.P. Application of a local degradation model to the analysis of brittle fracture of laboratory scale rock specimens under triaxial conditions. Int J Rock Mech Min Sci 39 4 (2002) 459-476
-
(2002)
Int J Rock Mech Min Sci
, vol.39
, Issue.4
, pp. 459-476
-
-
Fang, Z.1
Harrison, J.P.2
|