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Volumn 23, Issue 10, 2004, Pages 1648-1653

Finite element analysis on landslide mechanism at Shiliushubao

Author keywords

Displacement controlled method; FEM; Safety factor of slope; Slope engineering

Indexed keywords

DEFORMATION; ENGINEERING GEOLOGY; FINITE ELEMENT METHOD; SAFETY FACTOR; SLOPE STABILITY;

EID: 3142530766     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (18)

References (10)
  • 1
    • 3142511527 scopus 로고    scopus 로고
    • Chinese source
  • 2
    • 3142549561 scopus 로고    scopus 로고
    • Chinese source
  • 4
    • 3142513226 scopus 로고    scopus 로고
    • Chinese source
  • 5
    • 0001690750 scopus 로고    scopus 로고
    • State of the art: Limit equilibrium and finite-element analysis of slopes
    • Duncan J M. State of the art: limit equilibrium and finite-element analysis of slopes [J]. J. Geotech. Engrg. Div., ASCE, 1996, 122(7): 577-596
    • (1996) J. Geotech. Engrg. Div., ASCE , vol.122 , Issue.7 , pp. 577-596
    • Duncan, J.M.1
  • 6
    • 0026836190 scopus 로고
    • Finite element slope stability analysis by shear strength reduction technique
    • Matsui T, San K C. Finite element slope stability analysis by shear strength reduction technique [J]. Soils and Foundations, 1992, 32(1): 59-70
    • (1992) Soils and Foundations , vol.32 , Issue.1 , pp. 59-70
    • Matsui, T.1    San, K.C.2
  • 9
    • 0033682623 scopus 로고    scopus 로고
    • Analysis of the progression of failure of earth slopes by finite elements
    • Griffiths D.V. (ed.), New York: ASCE
    • Lechman J B, Griffiths D V. Analysis of the progression of failure of earth slopes by finite elements [A]. In: Griffiths D V ed. Geotechnical Special Publication: Slope Stability 2000 [C]. New York: ASCE, 2000, 250-265
    • (2000) Geotechnical Special Publication: Slope Stability 2000 , pp. 250-265
    • Lechman, J.B.1    Griffiths, D.V.2
  • 10
    • 0033714276 scopus 로고    scopus 로고
    • Strength-reduction stability analysis of rock slopes using the hoek-brown failure criterion
    • Griffiths D.V. (ed.), New York: ASCE
    • Dawson E, You K, Park Y. Strength-reduction stability analysis of rock slopes using the hoek-brown failure criterion [A]. In: Griffiths D V ed. Geotechnical Special Publication: Trends in Rock Mechanics [C]. New York: ASCE, 2000, 65-77
    • (2000) Geotechnical Special Publication: Trends in Rock Mechanics , pp. 65-77
    • Dawson, E.1    You, K.2    Park, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.