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Volumn 17, Issue 3-4, 1999, Pages 157-176

A rock test cell with true triaxial capability

Author keywords

Anisotropic stresses; Failure criterion; True triaxial test cell

Indexed keywords

FAILURE ANALYSIS; HYDRAULIC FLUIDS; PRESSURE EFFECTS; STRESS ANALYSIS;

EID: 0033505027     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1023/a:1008969308711     Document Type: Conference Paper
Times cited : (23)

References (18)
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    • Esaki, T. and Kimura, T. (1989) Mechanical behaviour of rocks under generalized high stress conditions. In Rock at Great Depth, Maury, V. and Fourmaintraux, D. (eds), Vol. 1, Balkema, Rotterdam, pp. 123-130.
    • (1989) Rock at Great Depth , vol.1 , pp. 123-130
    • Esaki, T.1    Kimura, T.2
  • 5
    • 0014922455 scopus 로고
    • Developments in triaxial testing equipment
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    • (1970) Rock Mechanics , vol.2 , pp. 223-228
    • Franklin, J.A.1    Hoek, E.2
  • 6
    • 0020909505 scopus 로고
    • The strength, deformation and rupture characteristics of red sandstone under polyaxial compression
    • Melbourne, Australia
    • Gau, Q.Q., Cheng, H.T. and Zhuo, D.P. (1983) The strength, deformation and rupture characteristics of red sandstone under polyaxial compression. In Proceedings of the 5th. Int. Cong. Rock Mech., Melbourne, Australia, Vol. A, pp. 157-160.
    • (1983) Proceedings of the 5th. Int. Cong. Rock Mech. , vol.A , pp. 157-160
    • Gau, Q.Q.1    Cheng, H.T.2    Zhuo, D.P.3
  • 7
    • 0000911274 scopus 로고
    • Effects of the intermediate principal stress on the failure of limestone, dolomite and glass at different temperatures and strain rates
    • Handin, J., Heard, H.C. and Maguirk, J.N. (1967) Effects of the intermediate principal stress on the failure of limestone, dolomite and glass at different temperatures and strain rates, J. Geophs. Res., 72, 611-640.
    • (1967) J. Geophs. Res. , vol.72 , pp. 611-640
    • Handin, J.1    Heard, H.C.2    Maguirk, J.N.3
  • 10
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    • The design and construction of a triaxial and polyaxial cell for testing rock specimens
    • Hojem, J.M.P. and Cook, N.G.W. (1968) The design and construction of a triaxial and polyaxial cell for testing rock specimens, South African Mech. Engr., 18, 57-61.
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    • Hojem, J.M.P.1    Cook, N.G.W.2
  • 12
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    • Effect of triaxial stress system on rock failure
    • Mogi, K. (1970) Effect of triaxial stress system on rock failure, Rock Mech. In Japan, 1, 53-55.
    • (1970) Rock Mech. in Japan , vol.1 , pp. 53-55
    • Mogi, K.1
  • 13
    • 0001123462 scopus 로고
    • Fracture and flow of rocks under high triaxial compression
    • Mogi, K. (1971) Fracture and flow of rocks under high triaxial compression, J. Geophys. Res., 76(5), 1255-1269.
    • (1971) J. Geophys. Res. , vol.76 , Issue.5 , pp. 1255-1269
    • Mogi, K.1
  • 14
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    • Dilatancy of rocks under general triaxial stress states with special reference to earthquake precursors
    • Mogi, K. (1977) Dilatancy of rocks under general triaxial stress states with special reference to earthquake precursors, J. Phys. Earth., 25(suppl.), S203-S217.
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    • Mogi, K.1
  • 17
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    • Fluid cushion truly triaxial or multiaxial testing device
    • Sture, S. and Desai, C.S. (1979) Fluid cushion truly triaxial or multiaxial testing device, Geotech. Testing J., 2, 20-33.
    • (1979) Geotech. Testing J. , vol.2 , pp. 20-33
    • Sture, S.1    Desai, C.S.2
  • 18
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    • An energy criterion for the strength of rock in polyaxial compression
    • Wiebols, G.A. and Cook, N.G.W. (1968) An energy criterion for the strength of rock in polyaxial compression, Int. J. Rock Mech. Min. Sci., 5, 529-549.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.