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dc.contributor.authorQuinteros, Santiago
dc.contributor.authorDyvik, Rune
dc.contributor.authorPeikli, Ingrid
dc.contributor.authorSilva, Diana C. A.
dc.contributor.authorSeiphoori, Ali
dc.contributor.authorWestgate, Zack
dc.contributor.authorKidane, Mussie
dc.contributor.authorZepilli, Danilo
dc.contributor.authorSørensen, Kenny K.
dc.contributor.authorSong, Sumin
dc.contributor.authorUday, Anjali
dc.contributor.authorCudmani, Roberto
dc.contributor.authorGebremeskel, Bereket Mamo
dc.contributor.authorStutz, Hans Henning
dc.contributor.authorFranco,
dc.date.accessioned2026-08-20T10:55:36Z
dc.date.available2026-08-20T10:55:36Z
dc.date.copyright2026/03/17
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13628.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311453
dc.description.abstractAbstractThe interface friction angle is a crucial design parameter for various foundations, including piles, suction buckets, anchors, gravity-based structures, pipelines, cables, and more. In the past decade, the exponential growth of offshore wind ...
dc.publisherAmerican Society of Civil Engineers
dc.titleInterface Friction Angle from Ring Shear Tests on Sand: A Round Robin
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue6
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13628
dc.journal.fristpage04026024-1
dc.journal.lastpage04026024-15
dc.page15
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 006
dc.contenttypeFulltext


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