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Volumn 40, Issue 6, 2003, Pages 929-937

Estimates of rock joint shear strength in part of the Fimiston open pit operation in Western Australia

Author keywords

[No Author keywords available]

Indexed keywords

JOINT; OPEN PIT MINE; ROCK MECHANICS; SHEAR STRENGTH;

EID: 0141457334     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(03)00020-0     Document Type: Article
Times cited : (36)

References (17)
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    • Measurement and analysis of rock mass discontinuity spacing and frequency in part of the Fimiston Open Pit operation in Kalgoorlie, Western Australia: A case history
    • Wines D.R. Lilly P.A. Measurement and analysis of rock mass discontinuity spacing and frequency in part of the Fimiston Open Pit operation in Kalgoorlie, Western Australia: A case history Int J Rock Mech Min Sci 39 5 2002 589-602
    • (2002) Int J Rock Mech Min Sci , vol.39 , Issue.5 , pp. 589-602
    • Wines, D.R.1    Lilly, P.A.2
  • 3
    • 0141665150 scopus 로고    scopus 로고
    • A comparative analysis of rock mass classification schemes in part of the Fimiston Open Pit operation in Kalgoorlie, Western Australia
    • Wines D.W. Lilly P.A. A comparative analysis of rock mass classification schemes in part of the Fimiston Open Pit operation in Kalgoorlie, Western Australia Aust Geomech 36 4 2001 59-72
    • (2001) Aust Geomech , vol.36 , Issue.4 , pp. 59-72
    • Wines, D.W.1    Lilly, P.A.2
  • 4
    • 0004683499 scopus 로고
    • Laboratory direct shear testing of rock discontinuities
    • Hencher S.R. Richards L.R. Laboratory direct shear testing of rock discontinuities Ground Eng 22 1989 24-31
    • (1989) Ground Eng , vol.22 , pp. 24-31
    • Hencher, S.R.1    Richards, L.R.2
  • 5
    • 0015764907 scopus 로고
    • Review of a new shear strength criterion for rock joints
    • Barton N. Review of a new shear strength criterion for rock joints Eng Geol 7 1973 287-332
    • (1973) Eng Geol , vol.7 , pp. 287-332
    • Barton, N.1
  • 7
    • 0017582564 scopus 로고
    • The shear strength of rock joints in theory and practice
    • Barton N. Choubey V. The shear strength of rock joints in theory and practice Rock Mech 10 1977 1-54
    • (1977) Rock Mech , vol.10 , pp. 1-54
    • Barton, N.1    Choubey, V.2
  • 8
    • 0004159503 scopus 로고
    • London: Institute of Mining and Metallurgy, 3rd ed
    • Hoek E. Bray J.W. Rock slope engineering 3rd ed 1981 Institute of Mining and Metallurgy London
    • (1981) Rock Slope Engineering
    • Hoek, E.1    Bray, J.W.2
  • 9
    • 0000425168 scopus 로고
    • Review of predictive capabilities of JRC-JCS model in engineering practice
    • N. Barton, O. Stephansson (Eds.), Rotterdam: Balkema, Loen, Norway
    • Barton N. Bandis S. Review of predictive capabilities of JRC-JCS model in engineering practice Barton N. Stephansson O. Proceedings of the International Symposium on Rock Joints, Loen, Norway 1990 603-610 Balkema Rotterdam
    • (1990) Proceedings of the International Symposium on Rock Joints , pp. 603-610
    • Barton, N.1    Bandis, S.2
  • 10
    • 0019760163 scopus 로고
    • A suggested technique for determining the basic friction angle of rock surfaces using core
    • Stimpson B. A suggested technique for determining the basic friction angle of rock surfaces using core Int J Rock Mech Min Sci Geomech Abstr 18 1981 63-65
    • (1981) Int J Rock Mech Min Sci Geomech Abstr , vol.18 , pp. 63-65
    • Stimpson, B.1
  • 11
    • 0020287706 scopus 로고
    • Effects of block size on the shear behaviour of jointed rock
    • Berkeley, CA
    • Barton N, Bandis S. Effects of block size on the shear behaviour of jointed rock. 23rd US Symposium on Rock Mechanics, Berkeley, CA, 1982. p. 739-60.
    • (1982) 23rd US Symposium on Rock Mechanics , pp. 739-760
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  • 14
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    • Itasca Consulting Group Inc. Universal distinct element code (UDEC), Version 3.0. Minneapolis, MN, 1996.
    • (1996) Universal Distinct Element Code (UDEC)
  • 16
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    • Probability and risk in Geomechanics
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  • 17
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    • (2000) Aspects of Rock Slope Engineering at the Fimiston Open Pits
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.