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Volumn , Issue 101, 2000, Pages 33-47

Numerical technique for two-dimensional slope stability problems

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER AIDED ANALYSIS; COMPUTER SOFTWARE; DEFORMATION; GRAVITATIONAL EFFECTS; HYDROSTATIC PRESSURE; NUMERICAL ANALYSIS; PROBLEM SOLVING; SAFETY FACTOR;

EID: 0033725432     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (10)
  • 1
    • 0343623949 scopus 로고    scopus 로고
    • Seismic deformation analyses of eastside reservoir dams
    • Sixteenth Annual USCOLD Lecture Series: Los Angeles, California, July 22-26
    • Beikae, M., M. Lubbers, J. Barneich & D, Osmun, 1996a, "Seismic Deformation Analyses of Eastside Reservoir Dams," Seismic Design and Performance of Dams, Sixteenth Annual USCOLD Lecture Series: Los Angeles, California, July 22-26, pp. 315-331
    • (1996) Seismic Design and Performance of Dams , pp. 315-331
    • Beikae, M.1    Lubbers, M.2    Barneich, J.3    Osmun, D.4
  • 2
    • 0343623948 scopus 로고    scopus 로고
    • A seismic displacement analysis technique for embankment dams
    • Sixteenth Annual USCOLD Lecture Series: Los Angeles, California, July 22-26
    • Beikae, M., 1996b, "A Seismic Displacement Analysis Technique for Embankment Dams," Seismic Design and Performance of Dams, Sixteenth Annual USCOLD Lecture Series: Los Angeles, California, July 22-26, pp. 91-109
    • (1996) Seismic Design and Performance of Dams , pp. 91-109
    • Beikae, M.1
  • 3
    • 0342753708 scopus 로고
    • A computer model for rock-mass behavior using iterative graphic for the input and output of geometrical data
    • prepared at the U. of Minnesota, Under Contract NO. DACW 45-74-c-006, for Missouri River Division, U.S. Army Corps of Engineers
    • Cundall, P.A., 1974, "A Computer Model for Rock-Mass Behavior Using Iterative Graphic for the Input and Output of Geometrical Data," Report MRD-2-74, prepared at the U. of Minnesota, Under Contract NO. DACW 45-74-c-006, for Missouri River Division, U.S. Army Corps of Engineers.
    • (1974) Report MRD-2-74
    • Cundall, P.A.1
  • 4
    • 0018907860 scopus 로고
    • The accuracy of equilibrium methods of slope stability analysis
    • Elsevier Scientific Publishing Company, Amsterdam
    • Duncan, J.M. and Wright, S.G., 1980, "The Accuracy of Equilibrium Methods of Slope Stability Analysis." Engineering Geology, vol. 16, Elsevier Scientific Publishing Company, Amsterdam, pp. 5-17.
    • (1980) Engineering Geology , vol.16 , pp. 5-17
    • Duncan, J.M.1    Wright, S.G.2
  • 5
    • 0004089048 scopus 로고
    • Report on research conducted under a grant from National Science Foundation Pasadena California, April
    • Jennings, P.C., G.W. Housner, and M.C. Tsai, 1968, "Simulated Earthquake Motions," Report on research conducted under a grant from National Science Foundation Pasadena California, April.
    • (1968) Simulated Earthquake Motions
    • Jennings, P.C.1    Housner, G.W.2    Tsai, M.C.3
  • 7
    • 0342753709 scopus 로고
    • ITASCA Consulting Group, Inc., 1995. FLAC Version 3.3.
    • (1995) FLAC Version 3.3
  • 8
    • 85024165388 scopus 로고
    • The analysis of the stability of general slip surfaces
    • Morgenstern, N.R. and Price, V.E., 1965. "The Analysis of the Stability of General Slip Surfaces." Geotechnique, Vol. 15, No. 1, pp 79-93,
    • (1965) Geotechnique , vol.15 , Issue.1 , pp. 79-93
    • Morgenstern, N.R.1    Price, V.E.2
  • 10
    • 84984638278 scopus 로고
    • A method of analysis of the stability of embankments assuming parallel interslice forces
    • Spencer, E., 1967, "A Method of Analysis of the Stability of Embankments Assuming Parallel Interslice Forces." Geotechnique, vol. 17, No. 1, pp. 11-26.
    • (1967) Geotechnique , vol.17 , Issue.1 , pp. 11-26
    • Spencer, E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.