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Volumn 125, Issue 10, 1999, Pages 827-831

Evolution model of progressive failure of landslides

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; FAILURE ANALYSIS; MATHEMATICAL MODELS; RHEOLOGY; SLOPE STABILITY; SOILS;

EID: 0345425104     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:10(827)     Document Type: Article
Times cited : (43)

References (16)
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    • 0001690750 scopus 로고    scopus 로고
    • State of the art: Limit equilibrium and finite-element analysis of slopes." J
    • Duncan, J. M. (1996). "State of the art: Limit equilibrium and finite-element analysis of slopes." J. Geotech. Engrg., ASCE, 122(7), 577-596.
    • (1996) Geotech. Engrg., ASCE , vol.122 , Issue.7 , pp. 577-596
    • Duncan, J.M.1
  • 4
    • 0028589832 scopus 로고
    • Unified formulation for analysis of slopes with general slip surface." J
    • Espinoza, R. D., Bourdeau, P. L., and Muhunthan, B. (1994). "Unified formulation for analysis of slopes with general slip surface." J. Geotech. Engrg., ASCE, 120(7), 1185-1204.
    • (1994) Geotech. Engrg., ASCE , vol.120 , Issue.7 , pp. 1185-1204
    • Espinoza, R.D.1    Bourdeau, P.L.2    Muhunthan, B.3
  • 6
    • 0017934269 scopus 로고
    • A limited equilibrium analysis of progressive failure in the stability of slopes." Can
    • Law, T., and Lumb, P. (1978). "A limited equilibrium analysis of progressive failure in the stability of slopes." Can. Geotech. J., Ottawa, 15(2), 113-122.
    • (1978) Geotech. J., Ottawa , vol.15 , Issue.2 , pp. 113-122
    • Law, T.1    Lumb, P.2
  • 8
    • 33847492298 scopus 로고
    • The variational method for three-dimensional analysis of slope stability." Proc., 4th Int
    • Miao, T. D. (1985). "The variational method for three-dimensional analysis of slope stability." Proc., 4th Int. Conf. and Field Workshop on Landslides, 215-218.
    • (1985) Conf. and Field Workshop on Landslides , pp. 215-218
    • Miao, T.D.1
  • 11
  • 12
    • 0025491710 scopus 로고
    • Prediction of progressive failure in heavily overconsolidated slope." J
    • Ramsamooj, D. V., and Lin, G. S. (1990). "Prediction of progressive failure in heavily overconsolidated slope." J. Geotech. Engrg., ASCE, 116(9), 1368-1380.
    • (1990) Geotech. Engrg., ASCE , vol.116 , Issue.9 , pp. 1368-1380
    • Ramsamooj, D.V.1    Lin, G.S.2
  • 15
    • 0023523815 scopus 로고
    • Stability of slopes in red conemaugh shale of Ohio." J
    • Wu, T. H., et al. (1987). "Stability of slopes in red conemaugh shale of Ohio." J. Geotech. Engrg., ASCE, 113(3), 248-264.
    • (1987) Geotech. Engrg., ASCE , vol.113 , Issue.3 , pp. 248-264
    • Wu, T.H.1
  • 16
    • 0023107388 scopus 로고
    • Stability analysis of slopes with general nonlinear failure criterion." Int
    • Zhang, X. J., and Chen, W. F. (1987). "Stability analysis of slopes with general nonlinear failure criterion." Int. J. Numer. and Analytical Methods in Geomech., Chichester, 11(1), 33-50.
    • (1987) J. Numer. and Analytical Methods in Geomech., Chichester , vol.11 , Issue.1 , pp. 33-50
    • Zhang, X.J.1    Chen, W.F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.