Please use this identifier to cite or link to this item: http://dspace2020.uniten.edu.my:8080/handle/123456789/10519
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dc.contributor.authorThian, S.Y.en_US
dc.contributor.authorLee, C.Y.en_US
dc.date.accessioned2018-11-07T08:11:28Z-
dc.date.available2018-11-07T08:11:28Z-
dc.date.issued2018-
dc.description.abstractDeformation characteristics of Malaysian offshore clay subjected to undrained cyclic constant-volume direct simple shear loading were investigated at different over-consolidation ratios and strain levels. Cyclic strain-controlled tests were undertaken with cyclic shear strain amplitudes ranging from 0.6% to 5%. As the number of cycles increased, it was observed that the cyclic stress amplitude reduced, indicating cyclic degradation, while the pore water pressure increased. © 2018, Springer Science+Business Media, LLC, part of Springer Nature.
dc.language.isoenen_US
dc.titleShear Strength Degradation Behavior of Offshore Clay Under Cyclic Loadingen_US
dc.typeArticleen_US
dc.identifier.doi10.1007/s11204-018-9492-6-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.openairetypeArticle-
item.cerifentitytypePublications-
Appears in Collections:COE Scholarly Publication
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