Evaluation of Soil Dynamic Properties in Centrifuge Tests
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 7
Abstract
This paper describes a method to compute the mobilized shear modulus, , and damping ratio, , using the nonlinear fit of experimental transfer functions obtained at different depths in centrifuge models, with the analytical expression of the amplification function for a viscoelastic soil layer on a rigid base. The corresponding shear strain, , is computed as a function of the particle velocity and shear wave velocity. The sources of potential error in the determination of , , and embedded in the proposed method are identified and discussed in comparison with two other methods that have been proposed in the literature, based either on the determination of the time lag of accelerations between two accelerometers or on the evaluation of the shear stress-strain cycles from acceleration time histories recorded at different depths in the model. The performance of the three methods is evaluated using the experimental data obtained from nine centrifuge tests on dry sand. The values of obtained by the proposed method compare well with the results of laboratory and literature data; values are more dispersed and slightly higher than the literature data.
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Acknowledgments
The experimental work described was carried out by Riccardo Conti during a period of stay at the Schofield Centre, University of Cambridge. The hospitality and assistance of the whole geotechnical team, and particularly of Dr. Gopal Madabhushi, are gratefully acknowledged. The final version of this paper was much improved thanks to suggestions made by the anonymous reviewers.
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© 2012. American Society of Civil Engineers.
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Received: Nov 28, 2010
Accepted: Nov 1, 2011
Published online: Nov 3, 2011
Published in print: Jul 1, 2012
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