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Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading

Thian, S. Y. / Lee, C. Y.

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.

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Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading

Thian, S. Y. / Lee, C. Y.

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.

Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading

Thian, S. Y. / Lee, C. Y.

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.

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Titel:

Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading

Beteiligte:

Thian, S. Y. (Autor:in) / Lee, C. Y. (Autor:in)

Erschienen in:

Soil Mechanics and Foundation Engineering ; 54

Erscheinungsdatum:

2018

ISSN:

DOI:

https://doi.org/10.1007/s11204-018-9492-6

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Klassifikation:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik / 56.20$jIngenieurgeologie$jBodenmechanik

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