Research Article
Jul 1977
Damping Ratio for Dry Sands
Publication: Journal of the Geotechnical Engineering Division
Volume 103, Issue 7
Abstract
Using the Torsional Simple Shear Device, the writers investigated the relationship between damping ratio λ and shear strain γ for Ottawa, Del Monte, Golden Gardens, and Seward Park sands. Experimental results show that the type of sand, as expressed in soil gradation and angularity, influences soil damping. However, this influence can be taken into consideration by introducing a soil gradation and sphericity factor, F, which is a function of the coefficient of gradation and soil sphericity. The writers propose an equation relating the damping ratio to shear strain as a function of the confining pressure, βc, and soil gradation and sphericity factor F. A nomograph is proposed to assist in the easy determination of the damping ratio for sands.
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Information
Published In
Journal of the Geotechnical Engineering Division
Volume 103 • Issue 7 • July 1977
Pages: 743 - 756
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jul 1977
Published online: Feb 11, 2021
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Authors
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Mehmet A. Sherif, M.ASCE
Prof. of Civ. Engrg. and Adjunct Prof. of Quaternary Research; Univ. of Washington, Seattle, Wash
A.H. Gaddah
Grad. Student in Civ. Engrg.; Univ. of Washington, Seattle, Wash
Isao Ishibashi, AM.ASCE
Research Assoc. and Lect.; Dept. of Civ. Engrg., Univ. of Washington, Seattle, Wash
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.