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Volumn 289, Issue , 2000, Pages 250-265

Analysis of the progression of failure of earth slopes by finite elements

Author keywords

[No Author keywords available]

Indexed keywords

EMBANKMENTS; EXTRACTIVE METALLURGY; FINITE ELEMENT METHOD; GEOLOGIC MODELS; GRAVITATION; GRAVITATIONAL EFFECTS; HYDRAULIC STRUCTURES; QUALITY ASSURANCE;

EID: 33845710558     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40512(289)19     Document Type: Conference Paper
Times cited : (22)

References (15)
  • 1
    • 0000456219 scopus 로고
    • Progressive failure-with special reference to the mechanisms causing it
    • A.W. Bishop. Progressive failure-with special reference to the mechanisms causing it. In Proc. Geotec. Conf., Oslo, volume 2, pages 142-150. 1967.
    • (1967) Proc. Geotec. Conf., Oslo , vol.2 , pp. 142-150
    • Bishop, A.W.1
  • 2
    • 85020699571 scopus 로고
    • Stability coefficients for earth slopes
    • A.W. Bishop and N.R. Morgenstern. Stability coefficients for earth slopes. Géotechnique, 10:129-150, 1960.
    • (1960) Géotechnique , vol.10 , pp. 129-150
    • Bishop, A.W.1    Morgenstern, N.R.2
  • 3
    • 0002670753 scopus 로고
    • Analysis of embankment stresses and deformations
    • R.W. Clough and R.J. Woodward. Analysis of embankment stresses and deformations. J Soil Mech Found Div, ASCE, 93(SM4):529-549, 1967.
    • (1967) J Soil Mech Found Div, ASCE , vol.93 , Issue.SM4 , pp. 529-549
    • Clough, R.W.1    Woodward, R.J.2
  • 4
    • 0017930984 scopus 로고
    • Stability charts for simple earth slopes
    • B.F. Cousins. Stability charts for simple earth slopes. J Geotech Eng, ASCE, 104(2):267-279, 1978.
    • (1978) J Geotech Eng, ASCE , vol.104 , Issue.2 , pp. 267-279
    • Cousins, B.F.1
  • 6
    • 0024303310 scopus 로고
    • Advantages of consistent over lumped methods for analysis of beams oil elastic foundations
    • D.V. Griffiths. Advantages of consistent over lumped methods for analysis of beams oil elastic foundations. Comm Appl Numer Methods, 5(1):53-60, 1989.
    • (1989) Comm Appl Numer Methods , vol.5 , Issue.1 , pp. 53-60
    • Griffiths, D.V.1
  • 7
    • 0032766770 scopus 로고    scopus 로고
    • Slope stability analysis by finite elements
    • D.V. Griffiths and P.A. Lane. Slope stability analysis by finite elements. Gétechnique, 49(3):387 403, 1999.
    • (1999) Gétechnique , vol.49 , Issue.3 , pp. 387-403
    • Griffiths, D.V.1    Lane, P.A.2
  • 8
    • 0008066225 scopus 로고
    • Slope stability computations
    • Technical University of Norway, Trondheim, Norway
    • N. Janbu. Slope stability computations. In Soil Mech. and Found. Engrg. Rep. Technical University of Norway, Trondheim, Norway, 1968.
    • (1968) Soil Mech. and Found. Engrg. Rep
    • Janbu, N.1
  • 9
    • 0026836190 scopus 로고
    • Finite element slope stability analysis by shear strength reduction technique
    • T. Matsui and K-C. San. Finite element slope stability analysis by shear strength reduction technique. Soils Found. 32(1):59-70, 1992.
    • (1992) Soils Found , vol.32 , Issue.1 , pp. 59-70
    • Matsui, T.1    San, K.-C.2
  • 11
    • 84984638278 scopus 로고
    • A method of analysis of the stability of embankments assuming parallel interslice forces
    • E. Spencer. A method of analysis of the stability of embankments assuming parallel interslice forces. Géotechnique, 17(1):11 26, 1967.
    • (1967) Géotechnique , vol.17 , Issue.1 , pp. 11-26
    • Spencer, E.1
  • 12
    • 0000889936 scopus 로고
    • Stability of earth slopes
    • D.W. Taylor. Stability of earth slopes. J. Boston Soc. Civ. Eng., 24:197-246. 1937.
    • (1937) J. Boston Soc. Civ. Eng , vol.24 , pp. 197-246
    • Taylor, D.W.1
  • 13
    • 0000770139 scopus 로고
    • Use of computers for slope stability analysis
    • R.V. Whitman and W.A. Bailey. Use of computers for slope stability analysis. J Soil Mech Found Div, ASCE, 93(SM4):475-498, 1967.
    • (1967) J Soil Mech Found Div, ASCE , vol.93 , Issue.SM4 , pp. 475-498
    • Whitman, R.V.1    Bailey, W.A.2
  • 15
    • 0016648696 scopus 로고
    • Associated and non-associated viscoplasticity and plasticity in soil mechanics
    • O.C. Zienkiewicz, C. Humpheson, and R.W. Lewis. Associated and non-associated viscoplasticity and plasticity in soil mechanics. Géotechnique, 25:671-689. 1975.
    • (1975) Géotechnique , vol.25 , pp. 671-689
    • Zienkiewicz, O.C.1    Humpheson, C.2    Lewis, R.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.