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Volumn , Issue , 2010, Pages 323-326

Measurement of spalling parameters from laboratory testing

Author keywords

[No Author keywords available]

Indexed keywords

CRACK DAMAGE; CRITICAL DATA; CRITICAL LIMIT; LABORATORY TESTING;

EID: 84860159377     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (92)

References (16)
  • 1
    • 48849086740 scopus 로고    scopus 로고
    • Application of modified transition relationships for assessing strength and post yield behavior at both ends of the rock competency scale
    • Carter TG, Diederichs, MS, and Carvalho, JL. 2008. Application of modified transition relationships for assessing strength and post yield behaviour at both ends of the rock competency scale. J.South Afri. Inst. of Mining and Metallurgy. Vol 108. P325-338.
    • (2008) J.South Afri. Inst. of Mining and Metallurgy , vol.108 , pp. 325-338
    • Carter, T.G.1    Diederichs, M.S.2    Carvalho, J.L.3
  • 2
    • 79956346775 scopus 로고    scopus 로고
    • Numerical modelling of brittle rock failure using a combined finite discrete element approach. Implications for rock engineering design
    • Series S33
    • Coggan JS, Pine, RJ, Stead, D, Rance, J. 2003. Numerical modelling of brittle rock failure using a combined finitediscrete element approach. Implications for rock engineering design. Proc. ISRM 2003 Series S33. 211-218.
    • (2003) Proc. ISRM 2003 , pp. 211-218
    • Coggan, J.S.1    Pine, R.J.2    Stead, D.3    Rance, J.4
  • 3
    • 84901379114 scopus 로고    scopus 로고
    • Practical rock spall prediction in tunnels
    • To be presented at
    • Diederichs, M, Carter, T. and Martin, CD. 2010. Practical Rock Spall Prediction in Tunnels. To be presented at AITES/ITA 2010. 8pgs.
    • (2010) AITES/ITA 2010 , pp. 8
    • Diederichs, M.1    Carter, T.2    Martin, C.D.3
  • 4
    • 0348219311 scopus 로고    scopus 로고
    • Rock fracture and collapse under low confinement conditions
    • Diederichs, M.S. 2003. Rock fracture and collapse under low confinement conditions. Rock Mechanics and Rock Engineering. Vol. 36 (5) pg 339-381.
    • (2003) Rock Mechanics and Rock Engineering , vol.36 , Issue.5 , pp. 339-381
    • Diederichs, M.S.1
  • 5
    • 39449135335 scopus 로고    scopus 로고
    • The 2003 CGS Geocolloquium Address: Damage and spelling prediction criteria for deep tunneling
    • 35
    • Diederichs, M.S. 2007. The 2003 CGS Geocolloquium Address: Damage and spalling prediction criteria for deep tunnelling. Can. Geotech. J., Vol. 44: 9, pp. 1082- 1116(35).
    • (2007) Can. Geotech. J. , vol.44 , Issue.9 , pp. 1082-1116
    • Diederichs, M.S.1
  • 7
    • 0032056193 scopus 로고    scopus 로고
    • Identifying crack initiation and propagation thresholds in brittle rock
    • Eberhardt, E., Stead, D., Stimpson, B., and Read, R.S. 1998. Identifying crack initiation and propagation thresholds in brittle rock. Canadian Geotechnical Journal, 35 (2): 222-233.
    • (1998) Canadian Geotechnical Journal , vol.35 , Issue.2 , pp. 222-233
    • Eberhardt, E.1    Stead, D.2    Stimpson, B.3    Read, R.S.4
  • 9
    • 3042672216 scopus 로고
    • Suggested methods for determining the uniaxial compressive strength and deformation of rock materials
    • ISRM Commission on Standardization of Laboratory and Field Tests
    • ISRM Commission on Standardization of Laboratory and Field Tests. 1979. Suggested methods for determining the uniaxial compressive strength and deformation of rock materials. International Journal of Rock Mechanics and Mineral Sciences, 15: 319-368.
    • (1979) International Journal of Rock Mechanics and Mineral Sciences , vol.15 , pp. 319-368
  • 10
    • 77958118974 scopus 로고    scopus 로고
    • Rock mechanics challenges in underground construction and mining
    • Kaiser PK. And Kim B. 2008. Rock mechanics challenges in underground construction and mining. Australian Centre for Geomechanics Newsletter. Vol. 31. Pg 1-5.
    • (2008) Australian Centre for Geomechanics Newsletter , vol.31 , pp. 1-5
    • Kaiser, P.K.1    Kim, B.2
  • 11
    • 0001388036 scopus 로고    scopus 로고
    • Invited Keynote: Underground works in hard rock tunneling and mining
    • Melbourne. CDROM
    • Kaiser, P.K., Diederichs, M.S., Martin, D., Sharpe, J. and Steiner, W. 2000. Invited Keynote: Underground Works in Hard Rock Tunnelling and Mining. GeoEng2000, Melbourne. CDROM. 87 pgs.
    • (2000) GeoEng2000 , pp. 87
    • Kaiser, P.K.1    Diederichs, M.S.2    Martin, D.3    Sharpe, J.4    Steiner, W.5
  • 12
    • 84901321380 scopus 로고    scopus 로고
    • Numerical modeling of a Brazilian disc test of layered rocks using the combined finite-discrete element method
    • Mahabadi, OK, Grasselli, G, Munjiza, A. 2009. Numerical modelling of a Brazilian disc test of layered rocks using the combined finite-discrete element method. 3rd. CANUS Rock. Mech. Symp. Toronto. 8pgs.
    • (2009) 3rd. CANUS Rock. Mech. Symp. Toronto. , pp. 8
    • Mahabadi, O.K.1    Grasselli, G.2    Munjiza, A.3
  • 13
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    • The 17th Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength
    • Martin, C.D. 1997. The 17th Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength. Canadian Geotechnical J., 34 (5): 698-725.
    • (1997) Canadian Geotechnical J. , vol.34 , Issue.5 , pp. 698-725
    • Martin, C.D.1
  • 14
    • 0032759663 scopus 로고    scopus 로고
    • Hoek- Brown parameters for predicting the depth of brittle failure around tunnels
    • Martin, C.D., Kaiser, P.K., and McCreath, D.R. 1999. Hoek- Brownparameters for predicting the depth of brittle failure around tunnels. Canadian Geotechnical Journal, 36 (1): 136-151.
    • (1999) Canadian Geotechnical Journal , vol.36 , Issue.1 , pp. 136-151
    • Martin, C.D.1    Kaiser, P.K.2    McCreath, D.R.3
  • 15
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    • Mogi K (1966) Some precise measurements of fracture strength of rocks under uniform compressive stress. Felsmechanik und Ingenieurgeologie 4: 41-55.
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    • Mogi, K.1


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