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Lee, Seung-Rae, Kim, Yun-Sung, Kim, Young-Sang (2000) Analysis of sedimentation/consolidation by finite element method. Computers and Geotechnics, 27. 141-160 doi:10.1016/s0266-352x(00)00014-8

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Reference TypeJournal (article/letter/editorial)
TitleAnalysis of sedimentation/consolidation by finite element method
JournalComputers and Geotechnics
AuthorsLee, Seung-RaeAuthor
Kim, Yun-SungAuthor
Kim, Young-SangAuthor
Year2000 (September)Volume27
PublisherElsevier BV
DOIdoi:10.1016/s0266-352x(00)00014-8Search in ResearchGate
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Mindat Ref. ID1004878Long-form Identifiermindat:1:5:1004878:4
GUID0
Full ReferenceLee, Seung-Rae, Kim, Yun-Sung, Kim, Young-Sang (2000) Analysis of sedimentation/consolidation by finite element method. Computers and Geotechnics, 27. 141-160 doi:10.1016/s0266-352x(00)00014-8
Plain TextLee, Seung-Rae, Kim, Yun-Sung, Kim, Young-Sang (2000) Analysis of sedimentation/consolidation by finite element method. Computers and Geotechnics, 27. 141-160 doi:10.1016/s0266-352x(00)00014-8
In(2000, September) Computers and Geotechnics Vol. 27 (2) Elsevier BV

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Taiebat, H.A., Carter, J.P. (2001) A semi-analytical finite element method for three-dimensional consolidation analysis. Computers and Geotechnics, 28. 55-78 doi:10.1016/s0266-352x(00)00019-7
Kim, J.S., Kim, J.Y., Lee, S.R. (1997) Analysis of soil nailed earth slope by discrete element method. Computers and Geotechnics, 20. 1-14 doi:10.1016/s0266-352x(96)00010-9
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(2000) Index. Computers and Geotechnics, 27. doi:10.1016/s0266-352x(00)00022-7
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Kim, Y.S., Lee, S.R., Kim, Y.T. (1997) Application of an optimum design technique for determining the coefficient of consolidation by using piezocone test data. Computers and Geotechnics, 21. 277-293 doi:10.1016/s0266-352x(97)00026-8
Wang, Y.H., Cheung, Y.K. (2001) Plate on cross-anisotropic foundation analyzed by the finite element method. Computers and Geotechnics, 28. 37-54 doi:10.1016/s0266-352x(00)00018-5
Kim, J.Y, Lee, S.R (1997) An improved search strategy for the critical slip surface using finite element stress fields. Computers and Geotechnics, 21. 295-313 doi:10.1016/s0266-352x(97)00027-x
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