Discussion of “Practical Subgrade Model for Improved Soil-Structure Interaction Analysis: Software Implementation” by Regis J. Colasanti and John S. Horvath
Publication: Practice Periodical on Structural Design and Construction
Volume 18, Issue 2
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References
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Horvath, J. S., and Colasanti, R. J. (2011a): “Practical subgrade model for improved soil-structure interaction analysis: Foundation and geosynthetics applications.” Proc., Geo-Frontiers 2011, ASCE, Reston, VA.
Horvath, J. S., and Colasanti, R. J. (2011b). “Practical subgrade model for improved soil-structure interaction analysis: Model development.” Int. J. Geomech., 11(1), 1–6.
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.
Pasternak, P. L. (1954). “On a new method of an elastic foundation by means of two foundation constants.” Gosudarstvoennoe Izdatelstvo Literaturi po Stroitelsuve I Arkhitekture Moscow (in Russian).
Reissner, E. (1958). “A note on deflections of plates on a viscoelastic foundation.” J. Applied Mech., 25(80), 144–145.
Winkler, E. (1867). Die Lehre von der Elastizitaet und Festgkeit. H. Dominicus, Prague, Czech Republic (in German).
Worku, A. (2010). “A generalized formulation of continuum models for elastic foundations.” Proc., GeoFlorida 2010, Advances in Analysis, Modeling and Design (GSP 199), ASCE, Reston, VA, 1641–1650.
Information & Authors
Information
Published In
Practice Periodical on Structural Design and Construction
Volume 18 • Issue 2 • May 2013
Pages: 143 - 144
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Mar 29, 2011
Accepted: Nov 10, 2011
Published online: Apr 15, 2013
Published in print: May 1, 2013
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