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|Title:||Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading||Authors:||Thian, S.Y.
|Issue Date:||2018||Abstract:||Deformation 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.||DOI:||10.1007/s11204-018-9492-6|
|Appears in Collections:||COE Scholarly Publication|
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