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Volumn 4, Issue 1, 2001, Pages 18-26

Damage and fracture characteristics of kimachi sandstone in uniaxial compression

Author keywords

Crack initiation; Crack propagation; Damage; Damage thresholds; Fracture

Indexed keywords


EID: 34247115061     PISSN: 12269328     EISSN: 21663394     Source Type: Journal    
DOI: 10.1080/12269328.2001.10541163     Document Type: Article
Times cited : (11)

References (12)
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    • Chudnovsky, A.1    Kunin, B.2
  • 3
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    • 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. Can. Geotech. J, 35:222–233.
    • (1998) Can. Geotech. J , vol.35 , pp. 222-233
    • Eberhardt, E.1    Stead, D.2    Stimpson, B.3    Read, R.S.4
  • 4
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    • Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression
    • Eberhardt, E., Stead, D., and Stimpson, B., 1999. Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression. Int. J. Rock Mech. Min. Sci., 36:361–380.
    • (1999) Int. J. Rock Mech. Min. Sci. , vol.36 , pp. 361-380
    • Eberhardt, E.1    Stead, D.2    Stimpson, B.3
  • 5
    • 0031668573 scopus 로고    scopus 로고
    • A Continuum Damage Constitutive Law for Brittle Rocks
    • Homand, F., Hoxha, D., and Shao, J. F., 1998. A Continuum Damage Constitutive Law for Brittle Rocks. Computers and Geotechnics, 22 (No. 2):135–151.
    • (1998) Computers and Geotechnics , vol.22 , Issue.2 , pp. 135-151
    • Homand, F.1    Hoxha, D.2    Shao, J.F.3
  • 7
    • 0028591705 scopus 로고
    • The Progressive Fracture of Lac du Bonnet Granite
    • Martin, C. D., and Chandler, N. A., 1994. The Progressive Fracture of Lac du Bonnet Granite. Int. J. Rock Mech. Min. Sci., 31 (No. 6):643–659.
    • (1994) Int. J. Rock Mech. Min. Sci. , vol.31 , Issue.6 , pp. 643-659
    • Martin, C.D.1    Chandler, N.A.2
  • 8
    • 0032052317 scopus 로고    scopus 로고
    • In Situ Strength Criteria for Tunnel Design in Highly-stressed Rock Masses
    • Read, R. S., Chandler, N. A., and Dzik, E. J., 1998. In Situ Strength Criteria for Tunnel Design in Highly-stressed Rock Masses. Int. J. Rock Mech. Min. Sci., 35 (No. 3):261–278.
    • (1998) Int. J. Rock Mech. Min. Sci. , vol.35 , Issue.3 , pp. 261-278
    • Read, R.S.1    Chandler, N.A.2    Dzik, E.J.3
  • 9
    • 0022180046 scopus 로고
    • The Long-term Strength of Lac du Bonnet Granite
    • Schmidtke, R. H., and Lajtai, E. Z., 1985. The Long-term Strength of Lac du Bonnet Granite. Int. J. Rock Mech. Min. Sci., 22 (No. 6):461–465.
    • (1985) Int. J. Rock Mech. Min. Sci. , vol.22 , Issue.6 , pp. 461-465
    • Schmidtke, R.H.1    Lajtai, E.Z.2
  • 11
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    • Distinct element modeling of an underground excavation using a continuum damage model
    • 5, Paper No. 026
    • Souley, M., Hoxha, D., and Homand, F., 1998. Distinct element modeling of an underground excavation using a continuum damage model. Int. J. Rock Mech. Min. Sci., 35 (No. 4) 5, Paper No. 026
    • (1998) Int. J. Rock Mech. Min. Sci. , vol.35 , Issue.4
    • Souley, M.1    Hoxha, D.2    Homand, F.3
  • 12
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    • A 3D numerical modeling of damage extension around an underground excavation: Effect of cut-off keys in bulkhead design
    • Souley, M., Homand, F., Chibout, M., and Chandler, N., 1999. “ A 3D numerical modeling of damage extension around an underground excavation:Effect of cut-off keys in bulkhead design ”. In Rock Mechanics for Industry 893–900.
    • (1999) Rock Mechanics for Industry , pp. 893-900
    • Souley, M.1    Homand, F.2    Chibout, M.3    Chandler, N.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.