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Title: Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading
Authors: Thian, S.Y. 
Lee, C.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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