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Huang, Maosong, Jia, Cang-Qin (2009) Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage. Computers and Geotechnics, 36. 93-101 doi:10.1016/j.compgeo.2008.03.006

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Reference TypeJournal (article/letter/editorial)
TitleStrength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage
JournalComputers and Geotechnics
AuthorsHuang, MaosongAuthor
Jia, Cang-QinAuthor
Year2009 (January)Volume36
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2008.03.006Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1005573Long-form Identifiermindat:1:5:1005573:9
GUID0
Full ReferenceHuang, Maosong, Jia, Cang-Qin (2009) Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage. Computers and Geotechnics, 36. 93-101 doi:10.1016/j.compgeo.2008.03.006
Plain TextHuang, Maosong, Jia, Cang-Qin (2009) Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage. Computers and Geotechnics, 36. 93-101 doi:10.1016/j.compgeo.2008.03.006
In(2009, January) Computers and Geotechnics Vol. 36 (1) Elsevier BV

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Ng, C.W.W, Shi, Q (1998) A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Computers and Geotechnics, 22. 1-28 doi:10.1016/s0266-352x(97)00036-0
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