메뉴 건너뛰기




Volumn 96, Issue 3-4, 2008, Pages 173-186

Practical determination of mechanical design parameters of intact rock considering scale effect

Author keywords

Elastic modulus; Intact rock; Practical parameter; Scale effect; Strength

Indexed keywords

DEFORMATION; ELASTIC MODULI; MECHANICAL PROPERTIES; NUMERICAL ANALYSIS; STRENGTH OF MATERIALS;

EID: 38349121877     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2007.10.008     Document Type: Article
Times cited : (138)

References (55)
  • 1
    • 0032807176 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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
  • 13
    • 0004269721 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • International Society for Rock Mechanics, 1999. Suggested method for the complete stress-strain curve for intact rock in uniaxial compression, 279-289.
  • 20
    • 38349084356 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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
  • 25
    • 3042758288 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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
  • 33
    • 38349135101 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 35
    • 49649136678 scopus 로고
    • The effect of specimen size on the mechanical properties of unjointed diorite
    • Pratt H.R., Black A.D., Brown W.S., and Brace W.F. The effect of specimen size on the mechanical properties of unjointed diorite. Int. J. Rock Mech. Min. Sci. 9 (1972) 513-529
    • (1972) Int. J. Rock Mech. Min. Sci. , vol.9 , pp. 513-529
    • Pratt, H.R.1    Black, A.D.2    Brown, W.S.3    Brace, W.F.4
  • 37
    • 0028748496 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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
  • 46
    • 38349161327 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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.
  • 53
    • 38349089294 scopus 로고
    • 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 scopus 로고    scopus 로고
    • Weibull, W. 1939. A statistical theory of the strength of material, Ingeniorsvetenskapsakademiens, Handliger,NR151,Generalstabens Litografiska anstalts Forlag, Stockholm, 45.
  • 55
    • 84987266075 scopus 로고
    • 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


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.