Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

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.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

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.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

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:

Print

Language:

English

Classification:

Local classification TIB: 770/6545/8000
BKL: 56.20 Ingenieurgeologie, Bodenmechanik

Similar titles

Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading

Thian, S. Y. / Lee, C. Y. | Online Contents | 2018

Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading

Thian, S. Y. / Lee, C. Y. | Springer Verlag | 2018

Behavior of granular column-improved clay under cyclic shear loading

Aghili, Ehsan / Hosseinpour, Iman / Jamshidi Chenari, Reza et al. | Elsevier | 2021

Effect of cyclic shear stress ratio on cyclic behavior of clay under multidirectional shear loading

Jin, Hongxu / Pan, Daoming / Guo, Lin et al. | Taylor & Francis Verlag | 2024

Normalized Nondegrading Behavior of Soft Clay under Cyclic Simple Shear Loading

Puzrin, A. / Frydman, S. / Talesnick, M. | British Library Online Contents | 1995