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Volumn 130, Issue 6, 2004, Pages 530-536

Determination of length of a horizontal drain in homogeneous earth dams

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; COMPUTATIONAL GEOMETRY; DRAINAGE; FAILURE ANALYSIS; GRAPH THEORY; NONLINEAR EQUATIONS; SEEPAGE; SLOPE PROTECTION;

EID: 10244246565     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2004)130:6(530)     Document Type: Article
Times cited : (43)

References (28)
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  • 2
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    • "Time for development of internal erosion and piping in embankment dams"
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  • 3
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    • "Finite element analysis of seepage through dams"
    • Finn, W. D. Liam. (1967). "Finite element analysis of seepage through dams." J. Soil Mech. Found. Div., 93(6), 41-48.
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    • Finn, W.1    Liam, D.2
  • 4
    • 0034290459 scopus 로고    scopus 로고
    • "The statistics of embankment dam failures and accidents"
    • Foster, M., Fell, R., and Spannagle, M. (2000a). "The statistics of embankment dam failures and accidents." Can. Geotech. J., 37(5), 1000-1024.
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    • Foster, M.1    Fell, R.2    Spannagle, M.3
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    • Foster, M., Fell, R., and Spannagle, M. (2000b). "A method for assessing the relative likelihood of failure of embankment dams by piping." Can. Geotech. J., 37(5), 1025-1061.
    • (2000) Can. Geotech. J. , vol.37 , Issue.5 , pp. 1025-1061
    • Foster, M.1    Fell, R.2    Spannagle, M.3
  • 7
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    • "Improved filter criterion for cohesionless soils"
    • Honjo, Y., and Veneziano, D. (1989). "Improved filter criterion for cohesionless soils." J. Geotech. Eng., 115(1), 75-94.
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    • Honjo, Y.1    Veneziano, D.2
  • 8
    • 10244249085 scopus 로고
    • "Seepage through dams in the complex potential plane"
    • Jepson, R. W. (1968). "Seepage through dams in the complex potential plane." J. Irrig. Drain. Eng., 94(1), 23-39.
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  • 9
    • 10244266242 scopus 로고
    • "Free surface flow through heterogeneous porous media"
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    • Middlebrooks, T.A.1
  • 13
    • 0000558910 scopus 로고
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.