Small-Strain Behavior of Granular Soils. I: Model for Cemented and Uncemented Sands and Gravels
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 8
Abstract
A simple formulation is presented that predicts the nonlinear small strain behavior of cemented and uncemented granular soils. Its performance is evaluated through the comparison of model predictions to results from laboratory tests. A companion paper evaluates the performance of this model implemented in a site response analysis code through comparison with the measured response at two sites. The formulation for the maximum shear modulus, , which is selected through the evaluation of existing formulations and data, is presented with the hysteretic model developed to describe the shear modulus reduction and damping increase with increasing strains. Few parameters are needed to predict the small strain response, and correlations between model parameters and index properties of granular materials are presented when possible. The model, SimSoil, is shown to capture the cyclic response for sands and gravels with varying densities over a wide range of pressures measured in laboratory tests, including cases when cementation is present.
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Acknowledgments
The writers would like to acknowledge the support provided by a National Science Foundation Graduate Research Fellowship and the National Science FoundationNSF, CAREER award NSFCMS-963979.
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Received: Jul 11, 2003
Accepted: Sep 29, 2005
Published online: Aug 1, 2006
Published in print: Aug 2006
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