Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Frequency Effects on Low-Strain Shear Modulus and Damping for Natural Clays and Silts

Publication: Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (GSP 310)

ABSTRACT

This study examines frequency effects on low-strain shear modulus and damping for 12 clayey and silty soil samples. A series of torsional shear tests were performed at frequencies ranging from 0.001 and 5 Hz. Soil samples with a range of plasticity were tested and results were normalized with the results measured at a frequency of 0.5 Hz. With a few exceptions, the shear modulus is lower at very low frequency ranging from 0.001 to 0.05 Hz, then become constant at frequencies ranging from 0.05 to 1 Hz, and increases as the frequency increases to 5 Hz. The damping measured at 0.001 Hz was found to be 2 times higher than the damping measured at 0.5 Hz. Similar to the shear modulus results, the damping is relatively constant at frequencies ranging from 0.05 to 1 Hz and increases as the frequency increases up to 5 Hz. Overall results show that frequency effects are more pronounced for high plasticity soils especially at low frequencies.

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ACKNOWLEDGEMENT

This work is partially supported by the South Carolina Department of Transportation and Federal Highway Administration. The authors are grateful for the funding that allows collecting many high quality soil samples for this research.

REFERENCES

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Information & Authors

Information

Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (GSP 310)
Pages: 590 - 598
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8212-4

History

Published online: Mar 21, 2019

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Authors

Affiliations

Pitak Ruttithivaphanich [email protected]
Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC. E-mail: [email protected]
Inthuorn Sasanakul, Ph.D., M.ASCE [email protected]
P.E.
Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC. E-mail: [email protected]

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