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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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Title:

Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading

Contributors:

Thian, S. Y. (author) / Lee, C. Y. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 54

Publication date:

2018

ISSN:

DOI:

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

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Classification:

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

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