Publication:
Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading

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dc.citedby2
dc.contributor.authorThian S.Y.en_US
dc.contributor.authorLee C.Y.en_US
dc.contributor.authorid56285179400en_US
dc.contributor.authorid57193686383en_US
dc.date.accessioned2023-05-29T06:57:06Z
dc.date.available2023-05-29T06:57:06Z
dc.date.issued2018
dc.descriptionGeotechnical engineering; Ocean engineering; Cyclic degradations; Cyclic shear strain; Cyclic stress amplitudes; Deformation Characteristics; Direct simple shears; Over consolidation ratio; Pore-water pressures; Strength degradation; Shear strain; amplitude; clay; consolidation; cyclic loading; deformation; degradation; shear strain; shear strength; soil mechanicsen_US
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.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/s11204-018-9492-6
dc.identifier.epage435
dc.identifier.issue6
dc.identifier.scopus2-s2.0-85042121713
dc.identifier.spage430
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85042121713&doi=10.1007%2fs11204-018-9492-6&partnerID=40&md5=1746b7d5e45258f7aa3947ffc03c237d
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/24219
dc.identifier.volume54
dc.publisherSpringer New York LLCen_US
dc.sourceScopus
dc.sourcetitleSoil Mechanics and Foundation Engineering
dc.titleShear Strength Degradation Behavior of Offshore Clay Under Cyclic Loadingen_US
dc.typeArticleen_US
dspace.entity.typePublication
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