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Volumn 1, Issue , 2005, Pages 175-181

Experimental study for shear behavior of pseudo rock joint under Constant Normal Stiffness condition

Author keywords

[No Author keywords available]

Indexed keywords

CONSTANT NORMAL STIFFNESS; DIRECT SHEAR TEST; EXPERIMENTAL STUDIES; INCLINATION ANGLES; NATURAL ROCKS; NORMAL STRESS; ROCK JOINT; SAW-TOOTH; SHEAR BEHAVIOR; SHEAR TESTS;

EID: 84863115729     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (14)

References (10)
  • 1
  • 3
    • 0028167083 scopus 로고
    • Laboratory investigation of shaft resistance of rock-socketed piers using the constant normal stiffness direct shear test
    • Benmokrane, B., Mouchaorab, K.S. & Ballivy, G., 1994, Laboratory investigation of shaft resistance of rock-socketed piers using the constant normal stiffness direct shear test, Canadian Geotechnical Journal, 31(3): 407-419.
    • (1994) Canadian Geotechnical Journal , vol.31 , Issue.3 , pp. 407-419
    • Benmokrane, B.1    Mouchaorab, K.S.2    Ballivy, G.3
  • 4
    • 0004683499 scopus 로고
    • Laboratory direct shear testing of rock discontinuities
    • Hencher, S.R. & Richard, L.R., 1989, Laboratory direct shear testing of rock discontinuities, Ground Engineering, 22, p. 24-31.
    • (1989) Ground Engineering , vol.22 , pp. 24-31
    • Hencher, S.R.1    Richard, L.R.2
  • 5
    • 0032799578 scopus 로고    scopus 로고
    • Shear behavior of idealized in filled joints under constant normal stiffness
    • Indraratna, B., Haque, A. & Aziz, N., 1999, Shear behavior of idealized in filled joints under constant normal stiffness, Geotechnique, 49(3): 331-355.
    • (1999) Geotechnique , vol.49 , Issue.3 , pp. 331-355
    • Indraratna, B.1    Haque, A.2    Aziz, N.3
  • 7
    • 0023306785 scopus 로고
    • Constant normal stiffness direct shear testing for socketed pile design in weak rock
    • Johnston, I.W., Lam, T.S.K. & Williams, A.F., 1987, Constant normal stiffness direct shear testing for socketed pile design in weak rock, Geotechnique, 37(1): 83-89.
    • (1987) Geotechnique , vol.37 , Issue.1 , pp. 83-89
    • Johnston, I.W.1    Lam, T.S.K.2    Williams, A.F.3
  • 8
    • 77952957134 scopus 로고
    • Characteristics of acoustic emissions during shearing of rock joints
    • Barton & Stephansson (eds)
    • Li, C. & Nordlund, E., 1990, Characteristics of acoustic emissions during shearing of rock joints, Rock joints, Barton & Stephansson (eds): 251-258.
    • (1990) Rock Joints , pp. 251-258
    • Li, C.1    Nordlund, E.2
  • 9
    • 0028446785 scopus 로고
    • A new combined servo-controlled loading frame/direct-shear apparatus for the study of concrete of rock joint behavior under different boundary and loading conditions
    • Mouchaorab, K.S. & Benmokrane, B., 1994, A New Combined Servo-Controlled Loading Frame/Direct-shear Apparatus for the Study of Concrete of Rock Joint Behavior Under Different Boundary and Loading Conditions, Geotechnical Testing Journal, 17(2): 3-12.
    • (1994) Geotechnical Testing Journal , vol.17 , Issue.2 , pp. 3-12
    • Mouchaorab, K.S.1    Benmokrane, B.2
  • 10
    • 0036939752 scopus 로고    scopus 로고
    • Laboratory testing of concrete-rock joint in constant normal stiffness direct shear
    • Seidel, J.P. & Haberfield, C.M., 2002, Laboratory Testing of Concrete-Rock Joint in Constant Normal Stiffness Direct Shear, Geotechnical Testing Journal, 25(4): 391-404.
    • (2002) Geotechnical Testing Journal , vol.25 , Issue.4 , pp. 391-404
    • Seidel, J.P.1    Haberfield, C.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.