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Volumn 122, Issue 9, 1996, Pages 703-708

Ground response of circular tunnel in poorly consolidated rock

Author keywords

[No Author keywords available]

Indexed keywords

CLOSURE; DISPLACEMENT; ELASTOPLASTIC MODEL; HOEK-BROWN CRITERION; STRESS; TUNNEL;

EID: 0030406984     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:9(703)     Document Type: Article
Times cited : (157)

References (12)
  • 1
    • 0023487602 scopus 로고
    • Shear strength and stress-strain behaviour of Athabasca oil sand at elevated temperatures and pressures
    • Agar, J. G., Morgenstern, N. R., and Scott, J. D. (1985). "Shear strength and stress-strain behaviour of Athabasca oil sand at elevated temperatures and pressures. Can. Geotech. J., 24(1), 1-10.
    • (1985) Can. Geotech. J. , vol.24 , Issue.1 , pp. 1-10
    • Agar, J.G.1    Morgenstern, N.R.2    Scott, J.D.3
  • 3
    • 0023468848 scopus 로고
    • Two-dimensional elastoplastic analysis of a long, cylindrical cavity under non-hydrostatic loading
    • Detournay, E., and Fairhurst, C. (1987). "Two-dimensional elastoplastic analysis of a long, cylindrical cavity under non-hydrostatic loading." Int. J. Rock Mech. Mineral Sci. and Geomech. Abstract, 24, 197-211.
    • (1987) Int. J. Rock Mech. Mineral Sci. and Geomech. Abstract , vol.24 , pp. 197-211
    • Detournay, E.1    Fairhurst, C.2
  • 4
    • 0017972165 scopus 로고
    • Shear strength of Athabasca oil sands
    • Dusseault, M. B., and Morgenstern, N. R. (1978). "Shear strength of Athabasca oil sands." Can. Geotech. J., 15, 216-238.
    • (1978) Can. Geotech. J. , vol.15 , pp. 216-238
    • Dusseault, M.B.1    Morgenstern, N.R.2
  • 5
    • 0018020940 scopus 로고
    • Axisymmetric compression of a Mohr-Coulomb medium around a circular hole
    • Florence, A. L., and Schwer, L. E. (1978). "Axisymmetric compression of a Mohr-Coulomb medium around a circular hole." Int. J. Numer. and Analytical Methods in Geomech., 2(4), 367-379.
    • (1978) Int. J. Numer. and Analytical Methods in Geomech. , vol.2 , Issue.4 , pp. 367-379
    • Florence, A.L.1    Schwer, L.E.2
  • 6
    • 0019260398 scopus 로고
    • Empirical strength criterion for rock masses
    • ASCE
    • Hoek, E., and Brown, E. T. (1980). "Empirical strength criterion for rock masses." J. Geotech. Engrg. Div., ASCE, 106(9), 1013-1035.
    • (1980) J. Geotech. Engrg. Div. , vol.106 , Issue.9 , pp. 1013-1035
    • Hoek, E.1    Brown, E.T.2
  • 12
    • 0028313873 scopus 로고
    • The effect of a nonlinear Mohr-Coulomb criterion on borehole stresses and damage-zone estimate
    • Wang, Y. (1994). "The effect of a nonlinear Mohr-Coulomb criterion on borehole stresses and damage-zone estimate." Can. Geotech. J., 31, 104-109.
    • (1994) Can. Geotech. J. , vol.31 , pp. 104-109
    • Wang, Y.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.