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Volumn 40, Issue 3, 2003, Pages 415-424

Numerical analysis of the stability of heavily jointed rock slopes using PFC2D

Author keywords

[No Author keywords available]

Indexed keywords

JOINT; MATHEMATICAL ANALYSIS; ROCK; SLOPE FAILURE; SLOPE STABILITY;

EID: 0037543009     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(03)00004-2     Document Type: Article
Times cited : (223)

References (19)
  • 1
    • 84993995958 scopus 로고
    • The use of the slip circle in the stability analysis of slopes
    • Bishop AW. The use of the slip circle in the stability analysis of slopes. Geotechnique 1955;1:7-17.
    • (1955) Geotechnique , vol.1 , pp. 7-17
    • Bishop, A.W.1
  • 2
    • 0002484656 scopus 로고
    • Application of composite slip surfaces for stability analysis
    • Janbu N. Application of composite slip surfaces for stability analysis. Eur Conf Stabil Earth Slopes 1954;3:43-9.
    • (1954) Eur Conf Stabil Earth Slopes , vol.3 , pp. 43-49
    • Janbu, N.1
  • 3
    • 85024165388 scopus 로고
    • The analysis of the stability of general slip surfaces
    • Morgenstern NR, Price VE. The analysis of the stability of general slip surfaces. Geotechnique 1965;15(1):79-93.
    • (1965) Geotechnique , vol.15 , Issue.1 , pp. 79-93
    • Morgenstern, N.R.1    Price, V.E.2
  • 5
    • 84984638278 scopus 로고
    • A method of analysis of the stability of embankments assuming parallel interslice forces
    • Spencer E. A method of analysis of the stability of embankments assuming parallel interslice forces. Geotechnique 1967;17(1):11-26.
    • (1967) Geotechnique , vol.17 , Issue.1 , pp. 11-26
    • Spencer, E.1
  • 6
    • 0001690750 scopus 로고    scopus 로고
    • State of the art: Limit equibrium and finite-element analysis of slopes
    • Duncan JM. State of the art: limit equibrium and finite-element analysis of slopes. J Geotech Eng 1996;7:577-96.
    • (1996) J Geotech Eng , vol.7 , pp. 577-596
    • Duncan, J.M.1
  • 7
    • 0032766770 scopus 로고    scopus 로고
    • Slope stability analysis by finite elements
    • Griffiths DV, Lane PA. Slope stability analysis by finite elements. Geotechnique 1999;49(3): 387-403.
    • (1999) Geotechnique , vol.49 , Issue.3 , pp. 387-403
    • Griffiths, D.V.1    Lane, P.A.2
  • 9
    • 0004023522 scopus 로고    scopus 로고
    • PDF file, edition, Hoek's Corner website
    • Hoek E. Practical Rock Engineering. PDF file, 2000 edition, Hoek's Corner website.
    • (2000) Practical Rock Engineering
    • Hoek, E.1
  • 10
    • 0018441375 scopus 로고
    • A discrete numerical model for granular assemblies
    • Cundall PA, Strack OD. A discrete numerical model for granular assemblies. Geotechnique 1979;29:47-65.
    • (1979) Geotechnique , vol.29 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 11
    • 85154535882 scopus 로고    scopus 로고
    • PFC2D (Particle Flow Code in 2 Dimensions), Version 1.1. Itasca Consulting Group, Inc. 1999a, Minneapolis, MN: ICG
    • PFC2D (Particle Flow Code in 2 Dimensions), Version 1.1. Itasca Consulting Group, Inc. 1999a, Minneapolis, MN: ICG.
  • 12
    • 85154580880 scopus 로고    scopus 로고
    • PFC3D (Particle Flow Code in 3 Dimensions), Version 1.1. Itasca Consulting Group, Inc. 1999b, Minneapolis, MN: ICG
    • PFC3D (Particle Flow Code in 3 Dimensions), Version 1.1. Itasca Consulting Group, Inc. 1999b, Minneapolis, MN: ICG.
  • 13
    • 0003855468 scopus 로고    scopus 로고
    • Report to Atomic Energy of Canada Limited, Report ICG01-2048-01, March 2001; also issued as Ontario Power Generation Nuclear Waste Management Division Report No. 06819-REP-01200-10061-R00, May
    • Potyondy D, Cundall P. The PFC model for rock: predicting rock-mass damage at the Underground Research Laboratory. Report to Atomic Energy of Canada Limited, Report ICG01-2048-01, March 2001; also issued as Ontario Power Generation, Nuclear Waste Management Division Report No. 06819-REP-01200-10061-R00, May 2001.
    • (2001) The PFC Model for Rock: Predicting Rock-mass Damage at the Underground Research Laboratory
    • Potyondy, D.1    Cundall, P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.