메뉴 건너뛰기




Volumn 33, Issue 8, 1996, Pages 769-783

The shear strength components of a rough rock joint

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE ANALYSIS; FRICTION; SHEAR STRENGTH; STRESSES;

EID: 0030423753     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/0148-9062(95)00005-4     Document Type: Article
Times cited : (79)

References (12)
  • 1
    • 0042118032 scopus 로고
    • New description of shear strength for rock joints
    • Maksimović M. New description of shear strength for rock joints. Rock Mech. Rock Engng 25, 275-284 (1992).
    • (1992) Rock Mech. Rock Engng , vol.25 , pp. 275-284
    • Maksimović, M.1
  • 2
    • 0015764907 scopus 로고
    • Review of a new shear strength criterion for rock joints
    • Barton N. Review of a new shear strength criterion for rock joints. Engng Geology 7, 287-332 (1973).
    • (1973) Engng Geology , vol.7 , pp. 287-332
    • Barton, N.1
  • 3
    • 0016992993 scopus 로고
    • The shear strength of rock and rock joints
    • Barton N. The shear strength of rock and rock joints. Int. J. Rock Mech. Min. Sci. 13, 255-279 (1977).
    • (1977) Int. J. Rock Mech. Min. Sci. , vol.13 , pp. 255-279
    • Barton, N.1
  • 4
    • 0017582564 scopus 로고
    • The shear strength of rock joints in theory and practice
    • Barton N. and Choubey V. The shear strength of rock joints in theory and practice. Rock Mech. 10, 1-54 (1977).
    • (1977) Rock Mech. , vol.10 , pp. 1-54
    • Barton, N.1    Choubey, V.2
  • 6
    • 0006574168 scopus 로고
    • Frictional mechanism and properties of rock discontinuities
    • Bjorkliden, Centek
    • Hassani F. P. and Scoble M. J. Frictional mechanism and properties of rock discontinuities. In Proc. Int. Symp. Fundamentals Rock Joints. Bjorkliden, Centek, pp. 185-196 (1985).
    • (1985) Proc. Int. Symp. Fundamentals Rock Joints , pp. 185-196
    • Hassani, F.P.1    Scoble, M.J.2
  • 7
    • 0001924587 scopus 로고
    • Shear strength of rock joints at low normal stresses - A key parameter for evaluating rock slope stability. Fundamentals of rock joints
    • Bjorkliden, Centek
    • Nilsen B. Shear strength of rock joints at low normal stresses - a key parameter for evaluating rock slope stability. Fundamentals of rock joints. In Proc. Int. Symp. Fundamentals Rock Joints, Bjorkliden, Centek, pp. 487-494 (1985).
    • (1985) Proc. Int. Symp. Fundamentals Rock Joints , pp. 487-494
    • Nilsen, B.1
  • 8
    • 0005293269 scopus 로고
    • A constitutive model of rock joint. Fundamentals of rock joints
    • Bjorkliden, Centek
    • Pande G. N. A constitutive model of rock joint. Fundamentals of rock joints. In Porc. Int. Symp. Fundamentals Rock Joints, Bjorkliden, Centek, pp. 429-439 (1985).
    • (1985) Porc. Int. Symp. Fundamentals Rock Joints , pp. 429-439
    • Pande, G.N.1
  • 9
    • 0000245790 scopus 로고
    • Shear behavior of filled discontinuities. Fundamentals of rock joints
    • Bjorkliden, Centek
    • Barla G., Forlati F. and Zaninetti A. Shear behavior of filled discontinuities. Fundamentals of rock joints. In Proc. Int. Symp. Fundamentals Rock Joints. Bjorkliden, Centek, pp. 163-172 (1985).
    • (1985) Proc. Int. Symp. Fundamentals Rock Joints , pp. 163-172
    • Barla, G.1    Forlati, F.2    Zaninetti, A.3
  • 10
    • 0024649942 scopus 로고
    • Nonlinear failure envelope for soils
    • Maksimović M. Nonlinear failure envelope for soils. J. Geotechnical Engng 115, 581-586 (1989a).
    • (1989) J. Geotechnical Engng , vol.115 , pp. 581-586
    • Maksimović, M.1
  • 11
    • 0024681134 scopus 로고
    • On the residual shearing strength of clays
    • Maksimović M. On the residual shearing strength of clays. Geotechnique 39, 347-351 (1989b).
    • (1989) Geotechnique , vol.39 , pp. 347-351
    • Maksimović, M.1
  • 12
    • 0024773963 scopus 로고
    • Nonlinear failure envelope for coarse-grained soils
    • Maksimović M. Nonlinear failure envelope for coarse-grained soils. XII Int. Conf. SMFE, Rio de Janeiro 1, 731-734 (1989c).
    • (1989) XII Int. Conf. SMFE, Rio de Janeiro , vol.1 , pp. 731-734
    • Maksimović, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.