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Volumn , Issue , 2001, Pages 1251-1258

Statistical evaluation of six rock failure criteria constrained by polyaxial test data

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE (MECHANICAL); ROCKS;

EID: 85042140590     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (4)

References (11)
  • 1
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    • Soil mechanics and plastic analysis or limit design
    • Drucker, D. & Prager, W. 1952. Soil mechanics and plastic analysis or limit design. Q. Appl. Math. 10: 157-165.
    • (1952) Q. Appl. Math. , vol.10 , pp. 157-165
    • Drucker, D.1    Prager, W.2
  • 2
    • 0032861543 scopus 로고    scopus 로고
    • Wellbore-stability predictions by use of a modified lade criterion
    • Ewy, R. 1999. Wellbore-stability predictions by use of a modified Lade criterion. SPE Drill. & Completion 14(2):85-91.
    • (1999) SPE Drill. & Completion , vol.14 , Issue.2 , pp. 85-91
    • Ewy, R.1
  • 4
    • 0031432421 scopus 로고    scopus 로고
    • Practical estimates of rock mass strength
    • Hoek, E. & Brown, E. 1997. Practical estimates of rock mass strength. Int J. Rock Mech. Min. Sci. 34 (8): 1165-1186.
    • (1997) Int J. Rock Mech. Min. Sci. , vol.34 , Issue.8 , pp. 1165-1186
    • Hoek, E.1    Brown, E.2
  • 5
    • 0017722509 scopus 로고
    • Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
    • Lade, P. 1977. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces. International Journal of Solids and Structures 13: 1019-1035.
    • (1977) International Journal of Solids and Structures , vol.13 , pp. 1019-1035
    • Lade, P.1
  • 6
    • 0016568353 scopus 로고
    • Elasto-plastic stress-strain theory for cohesionless soil
    • Lade, P. & Duncan, J. 1975. Elasto-plastic stress-strain theory for cohesionless soil. J. Geotechnical Eng. Div. ASCE 101: 1037-1053.
    • (1975) J. Geotechnical Eng. Div. ASCE , vol.101 , pp. 1037-1053
    • Lade, P.1    Duncan, J.2
  • 7
    • 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: 1255-1269.
    • (1971) J. Geophys. Res. , vol.76 , pp. 1255-1269
    • Mogi, K.1
  • 8
    • 85047574508 scopus 로고
    • Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000m
    • V. Maury & D. Fourmaintraux (eds) Rotterdam: Balkema
    • Takahashi, M. & Koide, H. 1989. Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000m. In V. Maury & D. Fourmaintraux (eds), Rock at Great Depth: 19-26. Rotterdam: Balkema.
    • (1989) Rock at Great Depth , pp. 19-26
    • Takahashi, M.1    Koide, H.2
  • 9
    • 84925952087 scopus 로고
    • Use of plasticity models for predicting borehole stability
    • V. Maury & D. Fourmaintraux (eds) Rotterdam: Balkema
    • Veeken, C., Walters, J., Kenter, C. & Davies, D. 1989. Use of plasticity models for predicting borehole stability. In V. Maury & D. Fourmaintraux (eds), Rock at Great Depth: 835-844. Rotterdam: Balkema.
    • (1989) Rock at Great Depth , pp. 835-844
    • Veeken, C.1    Walters, J.2    Kenter, C.3    Davies, D.4
  • 10
    • 0001457350 scopus 로고
    • An energy criterion for the strength of rock in polyaxial compression
    • Wiebols, G. & Cook, N. 1968. An energy criterion for the strength of rock in polyaxial compression. Int. J. Rock Mech. Min. Sci 5: 529-549.
    • (1968) Int. J. Rock Mech. Min. Sci , vol.5 , pp. 529-549
    • Wiebols, G.1    Cook, N.2
  • 11
    • 0028668298 scopus 로고
    • A program to model the initial shape and extent of borehole breakout
    • Zhou, S. 1994. A program to model the initial shape and extent of borehole breakout. Computers & Geosciences 20 (7/8): 1143-1160.
    • (1994) Computers & Geosciences , vol.20 , Issue.7-8 , pp. 1143-1160
    • Zhou, S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.