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Volumn 44, Issue 1, 2007, Pages 33-53

Reanalysis of a municipal landfill slope failure near Cincinnati, Ohio, USA

Author keywords

Continuum mechanics; Displacement; Limit equilibrium; Municipal landfill; Numerical analysis; Slope failure

Indexed keywords

COMPUTER PROGRAM LISTINGS; CONTINUUM MECHANICS; FAILURE ANALYSIS; LAND FILL; MATHEMATICAL MODELS; SLOPE STABILITY;

EID: 34249893942     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T06-089     Document Type: Article
Times cited : (29)

References (19)
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    • United States Government Printing Office, Washington, D.C
    • Baum, R.L., and Johnson, A.M. 1996. Overview of landslide problems, research and mitigation, Cincinnati, Ohio, area. United States Geological Survey Bulletin 2059-A. United States Government Printing Office, Washington, D.C.
    • (1996) United States Geological Survey Bulletin 2059-A
    • Baum, R.L.1    Johnson, A.M.2
  • 2
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    • Rational design treatment of slides in overconsolidated clays and clay shales
    • Brooker, E.W., and Peck, R.B. 1993. Rational design treatment of slides in overconsolidated clays and clay shales. Canadian Geotechnical Journal, 30: 526-544.
    • (1993) Canadian Geotechnical Journal , vol.30 , pp. 526-544
    • Brooker, E.W.1    Peck, R.B.2
  • 4
    • 34249870814 scopus 로고    scopus 로고
    • Numerical assessment of Locke Island landslide, Columbia River Valley, Washington State, USA
    • Cambridge, Mass, 22-26 June, Verlag Glückauf, Essen, Germany. pp
    • Chugh, A.K., and Schuster, R.L. 2003. Numerical assessment of Locke Island landslide, Columbia River Valley, Washington State, USA. In Proceedings of the 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, Cambridge, Mass., 22-26 June 2003. Verlag Glückauf, Essen, Germany. pp. 2489-2496.
    • (2003) Proceedings of the 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering , pp. 2489-2496
    • Chugh, A.K.1    Schuster, R.L.2
  • 7
    • 0001690750 scopus 로고    scopus 로고
    • State of the art: Limit equilibrium and finite-element analysis of slopes
    • Duncan, J.M. 1996. State of the art: Limit equilibrium and finite-element analysis of slopes. Journal of Geotechnical Engineering, 122: 577-596.
    • (1996) Journal of Geotechnical Engineering , vol.122 , pp. 577-596
    • Duncan, J.M.1
  • 10
    • 34249887337 scopus 로고    scopus 로고
    • Hungr, O. 1988. User's manual: CLARA 2.31, Slope stability analysis in two or three dimensions for IBM compatible microcomputers. Oldrich Hungr Geotechnical Research, Inc., Vancouver, B.C.
    • Hungr, O. 1988. User's manual: CLARA 2.31, Slope stability analysis in two or three dimensions for IBM compatible microcomputers. Oldrich Hungr Geotechnical Research, Inc., Vancouver, B.C.
  • 11
    • 0003553482 scopus 로고    scopus 로고
    • Itasca Consulting Group, Itasca Consulting Group, Minneapolis, Minn
    • Itasca Consulting Group. 2000. FLAC - Fast Lagrangian Analysis of Continua. Itasca Consulting Group, Minneapolis, Minn.
    • (2000) FLAC - Fast Lagrangian Analysis of Continua
  • 13
    • 33845413272 scopus 로고    scopus 로고
    • Waste mechanics: Recent findings and unanswered questions
    • ASCE Geotechnical Special Publication No. 148, pp
    • Kavazanjian, E., Jr. 2006. Waste mechanics: recent findings and unanswered questions. In Advances in unsaturated soil, seepage, and environmental geotechnics. ASCE Geotechnical Special Publication No. 148, pp. 34-54.
    • (2006) Advances in unsaturated soil, seepage, and environmental geotechnics , pp. 34-54
    • Kavazanjian Jr., E.1
  • 16
    • 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. Géotechnique, 17: 11-26.
    • (1967) Géotechnique , vol.17 , pp. 11-26
    • Spencer, E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.