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Volumn 35, Issue 7, 1998, Pages 941-955

Non-linear, stress- and strain-dependent behavior of soft rocks under cyclic triaxial conditions

Author keywords

[No Author keywords available]

Indexed keywords

CRACK INITIATION; CRACK PROPAGATION; DEFORMATION; ELASTIC MODULI; FAILURE ANALYSIS; INTERNAL FRICTION; LOAD TESTING; MATHEMATICAL MODELS; PORE PRESSURE; SANDSTONE; STRAIN; STRESS ANALYSIS;

EID: 0032183347     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0148-9062(98)00158-2     Document Type: Article
Times cited : (47)

References (15)
  • 1
    • 0030576706 scopus 로고    scopus 로고
    • Deformation behavior of soft rocks during consolidated-undrained cyclic triaxial testing
    • Yoshinaka, R., Osada, M. and Tran, T. V., Deformation behavior of soft rocks during consolidated-undrained cyclic triaxial testing. Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 1996, 33(6), 557-572.
    • (1996) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.33 , Issue.6 , pp. 557-572
    • Yoshinaka, R.1    Osada, M.2    Tran, T.V.3
  • 2
    • 85154607830 scopus 로고    scopus 로고
    • Pore pressure changes and strength mobilization of soft rocks during consolidated-undrained cyclic triaxial testing
    • in press
    • Yoshinaka, R., Tran, T. V. and Osada, M., Pore pressure changes and strength mobilization of soft rocks during consolidated-undrained cyclic triaxial testing. Int. J. Rock Mech. Min. Sci. and Geomech. Abstr., 1996, (in press).
    • (1996) Int. J. Rock Mech. Min. Sci. and Geomech. Abstr.
    • Yoshinaka, R.1    Tran, T.V.2    Osada, M.3
  • 3
    • 85154590201 scopus 로고
    • Some interactions of finite element methods and geomechanics
    • ed. G. Gudehus. John Wiley, New York
    • Gudehus, G., Some interactions of finite element methods and geomechanics. In Finite Element in Geomechanics, ed. G. Gudehus. John Wiley, New York, 1977, pp. 1-31.
    • (1977) Finite Element in Geomechanics , pp. 1-31
    • Gudehus, G.1
  • 4
    • 0001985488 scopus 로고
    • Generation and dissipation of pore water pressures
    • ed. G. Gudehus. John Wiley, New York
    • Verruijt, A., Generation and dissipation of pore water pressures. In Finite Element in Geomechanics, ed. G. Gudehus. John Wiley, New York, 1977, pp. 293-317.
    • (1977) Finite Element in Geomechanics , pp. 293-317
    • Verruijt, A.1
  • 6
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M. D., The strength and dilatancy of sands. Geotechnique, 1986, 36(1), 65-78.
    • (1986) Geotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 7
    • 0029667952 scopus 로고    scopus 로고
    • Angles of friction and dilatancy of sand
    • Schanz, T. and Vermeer, P. A., Angles of friction and dilatancy of sand. Geotechnique, 1996, 46(1), 145-151.
    • (1996) Geotechnique , vol.46 , Issue.1 , pp. 145-151
    • Schanz, T.1    Vermeer, P.A.2
  • 8
    • 0016996346 scopus 로고
    • Row's stress-dilatancy relation based on friction
    • De Josselin De Jong, G., Row's stress-dilatancy relation based on friction. Geotechnique, 1976, 26(3), 527-534.
    • (1976) Geotechnique , vol.26 , Issue.3 , pp. 527-534
    • De Josselin De Jong, G.1
  • 11
    • 0030418362 scopus 로고    scopus 로고
    • Undrained sand behavior in axisymmetric tests at high pressures
    • Lade, P. V. and Yamamuro, J. A., Undrained sand behavior in axisymmetric tests at high pressures. J. Geotech. Eng., 1996, 122(2), 120-129.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.2 , pp. 120-129
    • Lade, P.V.1    Yamamuro, J.A.2
  • 13
    • 11544351988 scopus 로고
    • Finite element analysis of stress distribution, induced fracture and post-failure behavior along a shear zone in rock
    • Cramer, H., Wunderlich, W., Kutter, H. K. and Rahn, W., Finite element analysis of stress distribution, induced fracture and post-failure behavior along a shear zone in rock. 3th Int. Conf. Num. Meth. Geomech, Aachen, 1979, pp. 505-513.
    • (1979) 3th Int. Conf. Num. Meth. Geomech, Aachen , pp. 505-513
    • Cramer, H.1    Wunderlich, W.2    Kutter, H.K.3    Rahn, W.4
  • 14
  • 15
    • 0030422683 scopus 로고    scopus 로고
    • Drained sand behavior in axisymmetric tests at high pressures
    • Yamamuro, J. A. and Lade, P. V., Drained sand behavior in axisymmetric tests at high pressures. J. Geotech. Eng., 1996, 122(2), 109-119.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.2 , pp. 109-119
    • Yamamuro, J.A.1    Lade, P.V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.