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The effects of frequency on damping properties of sand
Authors:Meei-Ling Lin  Tsan-Hwei Huang  Jeng-Chie You
Institution:Department of Civil Engineering, National Taiwan University, Taipei, Taiwan, People's Republic of China;Department of Civil Engineering, Szehai Institute of Technology & Commerce, Taipei, Taiwan, People's Republic of China
Abstract:In this study the effects of frequency on damping behavior of dry sand were examined. To study the effects of frequency, two mechanical models were proposed and evaluated for interpretation of the cyclic torsional shear testing results. Cyclic torsional shear tests were performed on dry sand specimens for the frequency range of 0–1–20 Hz. It is found that the frequency effect on damping properties of sand is relatively significant, and thus the damping appears to be nonhysteretic. Finally, a new combined damping model is proposed for describing the damping behavior of dry sand observed in this research.
Keywords:damping ratio  frequency effect  sand  torsional shear test
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