Discussion of “Practical Subgrade Model for Improved Soil-Structure Interaction Analysis: Model Development” by John S. Horvath and Regis J. Colasanti
Publication: International Journal of Geomechanics
Volume 13, Issue 1
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References
Colasanti, R. J., and Horvath, J. S. (2010). “Practical subgrade model for improved soil-structure interaction analysis: Software implementation.” Pract. Period. Struct. Des. Constr., 15(4), 278–286.
Horvath, J. S., and Colasanti, R. J. (2011). “New hybrid subgrade model for soil-structure interaction analysis: Foundation and geosynthetics applications.” Geo-Frontiers 2011: Advances in Geotechnical Engineering, ASCE Geo-Institute, Dallas.
Kerr, A. (1985). “On the determination of foundation model parameters.” J. Geotech. Engrg., 111(11), 1334–1340.
Kerr, A. D. (1964). “Elastic and viscoelastic foundation models.” J. Applied Mech., 25(80), 491–498.
Reissner, E. (1958). “A note on deflections of plates on a viscoelastic foundation.” J. Applied Mech., 25(80), 144–145.
Worku, A. (2010). “Part I: A generalized formulation of continuum models for elastic foundations.” GeoFlorida 2010: Advances in Analysis, Modeling & Design (GSP 199), ASCE Geo-Institute, West Palm Beach, FL, 1641–1650.
Worku, A. (2012). “Calibrated analytical formulas for foundation model parameters.” Int. J. Geomech.. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000214.
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Information
Published In
International Journal of Geomechanics
Volume 13 • Issue 1 • February 2013
Pages: 97 - 99
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Feb 10, 2011
Accepted: Jul 8, 2011
Published online: Jan 15, 2013
Published in print: Feb 1, 2013
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