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Suzuki, Y., Lehane, B.M. (2015) Analysis of CPT end resistance at variable penetration rates using the spherical cavity expansion method in normally consolidated soils. Computers and Geotechnics, 69. 141-152 doi:10.1016/j.compgeo.2015.04.019

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Reference TypeJournal (article/letter/editorial)
TitleAnalysis of CPT end resistance at variable penetration rates using the spherical cavity expansion method in normally consolidated soils
JournalComputers and Geotechnics
AuthorsSuzuki, Y.Author
Lehane, B.M.Author
Year2015 (September)Volume69
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2015.04.019Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1006570Long-form Identifiermindat:1:5:1006570:9
GUID0
Full ReferenceSuzuki, Y., Lehane, B.M. (2015) Analysis of CPT end resistance at variable penetration rates using the spherical cavity expansion method in normally consolidated soils. Computers and Geotechnics, 69. 141-152 doi:10.1016/j.compgeo.2015.04.019
Plain TextSuzuki, Y., Lehane, B.M. (2015) Analysis of CPT end resistance at variable penetration rates using the spherical cavity expansion method in normally consolidated soils. Computers and Geotechnics, 69. 141-152 doi:10.1016/j.compgeo.2015.04.019
In(2015) Computers and Geotechnics Vol. 69. Elsevier BV

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LIU, Q.B., LEHANE, B.M. (2012) The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils. Géotechnique, 62 (11). 973-984 doi:10.1680/geot.10.p.077
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Tolooiyan, A., Gavin, K. (2011) Modelling the Cone Penetration Test in sand using Cavity Expansion and Arbitrary Lagrangian Eulerian Finite Element Methods. Computers and Geotechnics, 38. 482-490 doi:10.1016/j.compgeo.2011.02.012
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