-
1
-
-
0032807176
-
Scale dependency in rock strength
-
Adey R.A., and Pusch R. Scale dependency in rock strength. J. Eng. Geol. 53 (1999) 25-258
-
(1999)
J. Eng. Geol.
, vol.53
, pp. 25-258
-
-
Adey, R.A.1
Pusch, R.2
-
2
-
-
0010736914
-
Scale effects in the strength and deformability of rocks and rock joints
-
Cunha A.P. (Ed), Balkema
-
Bandis S.C. Scale effects in the strength and deformability of rocks and rock joints. In: Cunha A.P. (Ed). Scale Effects in Rock Masses (1990), Balkema 59-76
-
(1990)
Scale Effects in Rock Masses
, pp. 59-76
-
-
Bandis, S.C.1
-
4
-
-
0005528344
-
The influence of size and orientation of the sample on the apparent strength of London Clay at Maldon, Essex
-
Bishop A.W., and Little A.L. The influence of size and orientation of the sample on the apparent strength of London Clay at Maldon, Essex. Proc. Geotechnical Conf., Oslo vol. 1 (1967) 89-96
-
(1967)
Proc. Geotechnical Conf., Oslo
, vol.1
, pp. 89-96
-
-
Bishop, A.W.1
Little, A.L.2
-
7
-
-
0000412014
-
Nonlinear analysis of stress and strain in soil
-
Duncan J.M., and Chang C.Y. Nonlinear analysis of stress and strain in soil. Jour. Soil Mech. Found. Div., ASCE 96 SM5 (1970) 1629-1653
-
(1970)
Jour. Soil Mech. Found. Div., ASCE
, vol.96
, Issue.SM5
, pp. 1629-1653
-
-
Duncan, J.M.1
Chang, C.Y.2
-
8
-
-
38349114750
-
Correlating in situ parameters from different testing procedures in Oporto residual soil from granite
-
Anagnostopoulos (Ed), Balkema
-
Da Fonseca A.V. Correlating in situ parameters from different testing procedures in Oporto residual soil from granite. In: Anagnostopoulos (Ed). Geotechnical Engineering of Soils-Soft Rocks vol. 2 (1993), Balkema 841-848
-
(1993)
Geotechnical Engineering of Soils-Soft Rocks
, vol.2
, pp. 841-848
-
-
Da Fonseca, A.V.1
-
9
-
-
0009009318
-
The strength of cubes of coal in uniaxial compression
-
Walton W.H. (Ed), Butterworths Scientific Publications, London
-
Evans I., and Pomeroy C.D. The strength of cubes of coal in uniaxial compression. In: Walton W.H. (Ed). Mechanical Properties of Non-Metallic Brittle Materials (1968), Butterworths Scientific Publications, London 5-25
-
(1968)
Mechanical Properties of Non-Metallic Brittle Materials
, pp. 5-25
-
-
Evans, I.1
Pomeroy, C.D.2
-
11
-
-
33846860249
-
The influence on behaviour of London Clay
-
Gasparre A., Nishimura S., Coop M.R., and Jardine R.J. The influence on behaviour of London Clay. Geotechnique 57 1 (2007) 19-31
-
(2007)
Geotechnique
, vol.57
, Issue.1
, pp. 19-31
-
-
Gasparre, A.1
Nishimura, S.2
Coop, M.R.3
Jardine, R.J.4
-
13
-
-
0004269721
-
-
the Institution of Mining and Metallurgy, London pp. 155-156, pp. 137-154
-
Hoek E., and Brown E.T. Underground Excavation in Rock (1980), the Institution of Mining and Metallurgy, London pp. 155-156, pp. 137-154
-
(1980)
Underground Excavation in Rock
-
-
Hoek, E.1
Brown, E.T.2
-
14
-
-
0031432421
-
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
-
18
-
-
0032647293
-
-
International Society for Rock Mechanics, 1999. Suggested method for the complete stress-strain curve for intact rock in uniaxial compression, 279-289.
-
-
-
-
20
-
-
38349084356
-
-
International Standard ISO 14688-2:2004 (E). Geotechnical investigation and testing - identification and classification of soil - Part 2: principles for a classification, 6.
-
-
-
-
21
-
-
0343721478
-
The effect of specimen size on the laboratory mechanical properties of Lac du Bonnet grey granite
-
Cunha P. (Ed), Balkema
-
Jackson R., and Lau J.S.O. The effect of specimen size on the laboratory mechanical properties of Lac du Bonnet grey granite. In: Cunha P. (Ed). Scale Effect in Rock Masses (1990), Balkema 165-174
-
(1990)
Scale Effect in Rock Masses
, pp. 165-174
-
-
Jackson, R.1
Lau, J.S.O.2
-
22
-
-
38349183581
-
Messung der gebirgsfestigkeit in situ bei wachsendem massstabsverhaltnis
-
ISRM, Lisbon
-
Jahans H. Messung der gebirgsfestigkeit in situ bei wachsendem massstabsverhaltnis. Proc. of 1st Int. Congr. on Rock Mechanics vol. 1 (1966), ISRM, Lisbon 477-482
-
(1966)
Proc. of 1st Int. Congr. on Rock Mechanics
, vol.1
, pp. 477-482
-
-
Jahans, H.1
-
24
-
-
0003173337
-
Stress-state affecting elastic deformation moduli of geomaterials
-
Balkema
-
Kohata Y., Tatsuoka F., Dong J., Teachavorasinskun S., and Mizumoto K. Stress-state affecting elastic deformation moduli of geomaterials. Proc. Int. Sympo. on Prefailure Deformation Characteristics in Geomaterials, IS-Hokkaido `94 vol. 1 (1994), Balkema 3-9
-
(1994)
Proc. Int. Sympo. on Prefailure Deformation Characteristics in Geomaterials, IS-Hokkaido `94
, vol.1
, pp. 3-9
-
-
Kohata, Y.1
Tatsuoka, F.2
Dong, J.3
Teachavorasinskun, S.4
Mizumoto, K.5
-
25
-
-
3042758288
-
Size effect on strength and deformability of brittle intact rock
-
Cunha P. (Ed), Balkema
-
Krmadibrata S., and Jones I.O. Size effect on strength and deformability of brittle intact rock. In: Cunha P. (Ed). Scale Effect in Rock Masses (1993), Balkema 277-284
-
(1993)
Scale Effect in Rock Masses
, pp. 277-284
-
-
Krmadibrata, S.1
Jones, I.O.2
-
26
-
-
0016622543
-
Stress deformation properties of rock and rock discontinuities
-
Kulhawy F.H. Stress deformation properties of rock and rock discontinuities. Eng. Geol. 9 (1975) 327-350
-
(1975)
Eng. Geol.
, vol.9
, pp. 327-350
-
-
Kulhawy, F.H.1
-
27
-
-
0014748785
-
The operational strength of fissured clays
-
Lo K.Y. The operational strength of fissured clays. Geotechnique 20 1 (1970) 57-74
-
(1970)
Geotechnique
, vol.20
, Issue.1
, pp. 57-74
-
-
Lo, K.Y.1
-
29
-
-
0345418059
-
The strength-size relationship of granite
-
Lundborg N. The strength-size relationship of granite. Int. J. Rock Mech. Min. Sci. 4 (1967) 269-272
-
(1967)
Int. J. Rock Mech. Min. Sci.
, vol.4
, pp. 269-272
-
-
Lundborg, N.1
-
30
-
-
3342902151
-
The shear strength of stiff fissured clays
-
The Memorial Conference, Cambridge
-
Marsland A. The shear strength of stiff fissured clays. Stress-Strain Behaviour of Soils (1971), The Memorial Conference, Cambridge 59-68
-
(1971)
Stress-Strain Behaviour of Soils
, pp. 59-68
-
-
Marsland, A.1
-
31
-
-
0001720714
-
The influence of the dimensions on the fracture strength of rocks
-
Mogi K. The influence of the dimensions on the fracture strength of rocks. Bull. Earthq. Res. Inst. Univ. Tokyo 40 1 (1962) 175-185
-
(1962)
Bull. Earthq. Res. Inst. Univ. Tokyo
, vol.40
, Issue.1
, pp. 175-185
-
-
Mogi, K.1
-
32
-
-
85008105998
-
The size effect and experimental error of the strength of rocks
-
Nishimatsu Y., Yamaguchi U., Motosugi K., and Morita M. The size effect and experimental error of the strength of rocks. Jour. of Min. and Material Processing Institute of Japan 18 194 (1969) 1019-1025
-
(1969)
Jour. of Min. and Material Processing Institute of Japan
, vol.18
, Issue.194
, pp. 1019-1025
-
-
Nishimatsu, Y.1
Yamaguchi, U.2
Motosugi, K.3
Morita, M.4
-
33
-
-
38349135101
-
Deformation characteristics of weathered granite taking into account confining pressure
-
Yoshinaka, and Kikuchi (Eds), Balkema
-
Nitta A., Yamamoto S., Miyajima K., and Kaji Y. Deformation characteristics of weathered granite taking into account confining pressure. In: Yoshinaka, and Kikuchi (Eds). Rock Foundation (1995), Balkema 75-80
-
(1995)
Rock Foundation
, pp. 75-80
-
-
Nitta, A.1
Yamamoto, S.2
Miyajima, K.3
Kaji, Y.4
-
34
-
-
0032471457
-
Evaluation of the size effect on strength of cement-treated soils
-
Evangelista, and Picarrelli (Eds), Balkema
-
Omine K., Ochiai H., Yasufuku N., and Hayashi N. Evaluation of the size effect on strength of cement-treated soils. In: Evangelista, and Picarrelli (Eds). The Geotechnics of Hard Soils-Soft Rocks (1998), Balkema 751-760
-
(1998)
The Geotechnics of Hard Soils-Soft Rocks
, pp. 751-760
-
-
Omine, K.1
Ochiai, H.2
Yasufuku, N.3
Hayashi, N.4
-
37
-
-
0028748496
-
A study of the multiple yield models on jointed rock mass by finite element method
-
Sasaki T., Yoshinaka R., and Nagai F. A study of the multiple yield models on jointed rock mass by finite element method. Proc. Jpn. Soc. Comp. Endocrinol. 505/III-29 (1994) 59-68
-
(1994)
Proc. Jpn. Soc. Comp. Endocrinol.
, vol.505 -III-29
, pp. 59-68
-
-
Sasaki, T.1
Yoshinaka, R.2
Nagai, F.3
-
38
-
-
38349143654
-
Stability analysis of rock foundations by FEM using the multiple yield models
-
Yoshinaka, and Kikuchi (Eds), Balkema
-
Sasaki T., Morikawa S., Matsukawa T., and Yoshinaka R. Stability analysis of rock foundations by FEM using the multiple yield models. In: Yoshinaka, and Kikuchi (Eds). Rock Foundation (1995), Balkema 343-348
-
(1995)
Rock Foundation
, pp. 343-348
-
-
Sasaki, T.1
Morikawa, S.2
Matsukawa, T.3
Yoshinaka, R.4
-
39
-
-
33748886115
-
A methodology for rock mass compressive strength characterization from laboratory tests
-
Cunha P. (Ed), Balkema
-
Silva L.A.A., and Hennies W.T. A methodology for rock mass compressive strength characterization from laboratory tests. In: Cunha P. (Ed). Scale Effect in Rock Masses (1993), Balkema 217-224
-
(1993)
Scale Effect in Rock Masses
, pp. 217-224
-
-
Silva, L.A.A.1
Hennies, W.T.2
-
40
-
-
0015648720
-
Continuum characterization of jointed rock mass, Part I - the constitutive equations
-
Singh B. Continuum characterization of jointed rock mass, Part I - the constitutive equations. Int. J. Rock Mech. Min. Sci. 10 (1973) 311-335
-
(1973)
Int. J. Rock Mech. Min. Sci.
, vol.10
, pp. 311-335
-
-
Singh, B.1
-
41
-
-
38349086925
-
Scale effect on shear strength of sedimentary soft rocks observed in triaxial compression test (influence of potential joints)
-
Tani K. Scale effect on shear strength of sedimentary soft rocks observed in triaxial compression test (influence of potential joints). Proc. of 36th National Conference of the Japanese Geotechnical Society (2001) 597-598
-
(2001)
Proc. of 36th National Conference of the Japanese Geotechnical Society
, pp. 597-598
-
-
Tani, K.1
-
42
-
-
38349185330
-
Stiffness of soft rocks in Tokyo metropolitan area - from laboratory tests to full-scale behaviour
-
Yoshinaka, and Kikuchi (Eds), Balkema
-
Tatsuoka F., Kohata Y., Ochi K., and Tsubouchi T. Stiffness of soft rocks in Tokyo metropolitan area - from laboratory tests to full-scale behaviour. In: Yoshinaka, and Kikuchi (Eds). Rock Foundation (1995), Balkema 219-222
-
(1995)
Rock Foundation
, pp. 219-222
-
-
Tatsuoka, F.1
Kohata, Y.2
Ochi, K.3
Tsubouchi, T.4
-
43
-
-
38349147041
-
Deformation characteristics of sedimentary soft rocks
-
Tatsuoka F., Kotaka T., Wang L., Hayano K., and Kozeki J. Deformation characteristics of sedimentary soft rocks. J. Geotech. Eng., JSCE 561/III-38 (1997) 1-17
-
(1997)
J. Geotech. Eng., JSCE
, vol.561 -III-38
, pp. 1-17
-
-
Tatsuoka, F.1
Kotaka, T.2
Wang, L.3
Hayano, K.4
Kozeki, J.5
-
46
-
-
38349161327
-
Interdisciplinary Approach to Fracture and Strength of Solids
-
Yokobori T. Interdisciplinary Approach to Fracture and Strength of Solids. Wolters-Noorhff. English Edition (1968)
-
(1968)
Wolters-Noorhff. English Edition
-
-
Yokobori, T.1
-
47
-
-
38349121882
-
Undisturbed sampling of decomposed granite and its mechanical properties
-
Hoshino K., and Salas A. (Eds) The 9th ICSMFE
-
Yoshinaka R., and Onodera T. Undisturbed sampling of decomposed granite and its mechanical properties. In: Hoshino K., and Salas A. (Eds). Soil Sampling, Specialty Session (1977) 97-102 The 9th ICSMFE
-
(1977)
Soil Sampling, Specialty Session
, pp. 97-102
-
-
Yoshinaka, R.1
Onodera, T.2
-
48
-
-
0019286880
-
Strength criterion of rocks
-
Yoshinaka R., and Yamabe T. Strength criterion of rocks. Soils Found. 20 4 (1980) 113-126
-
(1980)
Soils Found.
, vol.20
, Issue.4
, pp. 113-126
-
-
Yoshinaka, R.1
Yamabe, T.2
-
50
-
-
38349151189
-
-
Yoshinaka, R., Ogino, I., Sonoda, S. 1986. Technical Report on Mechanical Properties of the Kobe Formation by Triaxial Compression Test Method, Honshu-Shikoku Bridge Authority.
-
-
-
-
51
-
-
38349143045
-
Strength and deformation characteristics of undisturbed volcanic breccia
-
Yoshinaka R., Osada M., Saotome A., Sugiyama H., and Hamano K. Strength and deformation characteristics of undisturbed volcanic breccia. J. Geotech. Eng., Japan Society of Civil Engineers 673/III-54 (2001) 85-100
-
(2001)
J. Geotech. Eng., Japan Society of Civil Engineers
, vol.673 -III-54
, pp. 85-100
-
-
Yoshinaka, R.1
Osada, M.2
Saotome, A.3
Sugiyama, H.4
Hamano, K.5
-
52
-
-
38149009456
-
Evaluation of mechanical design parameters of rock discontinuities considering scale effect
-
Yoshinaka R., Yoshida J., Sasaki T., and Sasaki K. Evaluation of mechanical design parameters of rock discontinuities considering scale effect. J. Geotech. Eng., Japan Society of Civil Engineers 62 2 (2006) 457-470
-
(2006)
J. Geotech. Eng., Japan Society of Civil Engineers
, vol.62
, Issue.2
, pp. 457-470
-
-
Yoshinaka, R.1
Yoshida, J.2
Sasaki, T.3
Sasaki, K.4
-
53
-
-
38349089294
-
Scale and creep effects on strength of welded tuff
-
Yoshinaka, and Kikuchi (Eds), Balkema
-
Yuki N., Yoshinaka R., Ogata Y., and Terada M. Scale and creep effects on strength of welded tuff. In: Yoshinaka, and Kikuchi (Eds). Rock Foundation (1995), Balkema 219-222
-
(1995)
Rock Foundation
, pp. 219-222
-
-
Yuki, N.1
Yoshinaka, R.2
Ogata, Y.3
Terada, M.4
-
54
-
-
38349100447
-
-
Weibull, W. 1939. A statistical theory of the strength of material, Ingeniorsvetenskapsakademiens, Handliger,NR151,Generalstabens Litografiska anstalts Forlag, Stockholm, 45.
-
-
-
-
55
-
-
84987266075
-
A statistical distribution function of wide applicability
-
Weibull W. A statistical distribution function of wide applicability. J. Appl. Mech. 18 (1951) 293-297
-
(1951)
J. Appl. Mech.
, vol.18
, pp. 293-297
-
-
Weibull, W.1
|