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Yang, Chao, Carter, John P. (2018) 1-D finite strain consolidation analysis based on isotach plasticity: Class A and Class C predictions of the Ballina embankment. Computers and Geotechnics, 93. 42-60 doi:10.1016/j.compgeo.2017.05.004

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Reference TypeJournal (article/letter/editorial)
Title1-D finite strain consolidation analysis based on isotach plasticity: Class A and Class C predictions of the Ballina embankment
JournalComputers and Geotechnics
AuthorsYang, ChaoAuthor
Carter, John P.Author
Year2018 (January)Volume93
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2017.05.004Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1007166Long-form Identifiermindat:1:5:1007166:7
GUID0
Full ReferenceYang, Chao, Carter, John P. (2018) 1-D finite strain consolidation analysis based on isotach plasticity: Class A and Class C predictions of the Ballina embankment. Computers and Geotechnics, 93. 42-60 doi:10.1016/j.compgeo.2017.05.004
Plain TextYang, Chao, Carter, John P. (2018) 1-D finite strain consolidation analysis based on isotach plasticity: Class A and Class C predictions of the Ballina embankment. Computers and Geotechnics, 93. 42-60 doi:10.1016/j.compgeo.2017.05.004
In(2018) Computers and Geotechnics Vol. 93. Elsevier BV

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