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dc.contributor.authorWalburger, Alicia
dc.contributor.authorRollins, Kyle M.
dc.contributor.authorAmoroso, Sara
dc.contributor.authorDi Giulio, Giuseppe
dc.contributor.authorBelić, Nikola
dc.contributor.authorVassallo, Maurizio
dc.contributor.authorTarabusi, Gabriele
dc.contributor.authorUrumović, Kosta
dc.contributor.authorMinarelli, Luca
dc.contributor.authorRobinson, Brent
dc.date.accessioned2026-08-20T10:57:30Z
dc.date.available2026-08-20T10:57:30Z
dc.date.copyright2026/02/25
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13931.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311496
dc.description.abstractAbstractThe liquefaction of gravelly soils during earthquakes remains a challenging hazard to evaluate because larger soil particles can interfere with traditional in situ tests such as the standard penetration test (SPT) and cone penetration test (CPT). ...
dc.publisherAmerican Society of Civil Engineers
dc.titleInstrumented 74-mm Dynamic Cone Penetration and Shear Wave Velocity Tests for Assessing Liquefaction in Gravelly Soils Subjected to the 2020 Petrinja, Croatia, Earthquake
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue5
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13931
dc.journal.fristpage04026021-1
dc.journal.lastpage04026021-15
dc.page15
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 005
dc.contenttypeFulltext


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