Large-Strain Damping of Sands: Parameter Effects
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 9
Abstract
A recently developed damping calculation method for undrained load-controlled cyclic tests was implemented on some 70 cyclic triaxial and direct simple shear tests conducted by various researchers on a range of different sands for a correct understanding of the high-strain (0.1%–4%) damping behavior of sands. The effect of various controlling parameters was investigated, including the shear strain, confining stress, number of cycles, void ratio, gradation, nonplastic fines content, and overconsolidation ratio. The data analysis shows that general trends at high strains are in good agreement with the damping behavior of sands at small strains. The results also indicate a direct correlation between the damping behavior of sands and cyclic strength. The recently proposed guideline on load-controlled damping ratio bounds for clean sands at high strains was also in good agreement with the damping behavior of sands with nonplastic fines content up to 25%.
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Data Availability Statement
Some or all data, models, or code used during the study were provided by a third party. Direct requests for these materials may be made to the provider as indicated in the Acknowledgments.
Acknowledgments
The authors gratefully acknowledge the cooperation of Professor Carmine Polito, Tim Roy, Professor Torsten Wichtmann, Dr. Ana M. Parra Bastidas, Professor Majid T. Manzari, and Dr. Mohamed A. El Ghoraiby. They variously contributed experimental data and comments on this study. This article is dedicated to the memory of Professor Horst G. Brandes, who passed away shortly before the publication of the article. He was a brilliant engineer, teacher, mentor, and a great friend.
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Received: Nov 11, 2020
Accepted: Apr 2, 2021
Published online: Jun 17, 2021
Published in print: Sep 1, 2021
Discussion open until: Nov 17, 2021
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