TECHNICAL NOTES
Jan 14, 2011

Practical Subgrade Model for Improved Soil-Structure Interaction Analysis: Model Development

Publication: International Journal of Geomechanics
Volume 11, Issue 1

Abstract

This note outlines the theoretical development of a new subgrade model with inherent spring coupling called the modified Kerr-Reissner (MK-R) model. The MK-R model is a novel hybrid that synergistically combines the advantages of mechanical and simplified-continuum subgrade models with the specific objective of producing a model that is straightforward to implement in routine practice.

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Acknowledgments

The ANSYS (version 11.0) software and computer hardware on which it was installed that were used for all analyses involving the MK-R model were provided by URS Energy and Construction Division. This support is acknowledged with gratitude. The use of software trade names in this note is for necessary identification purposes only and does not constitute a recommendation or endorsement of that software by the writers or their employers.

References

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Colasanti, R. J., and Horvath, J. S. (2010). “A practical subgrade model for improved soil-structure interaction analysis: Software implementation.” Pract. Period. Struct. Des. Constr., 15(4), 278–286.
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Horvath, J. S. (1979). “A study of analytical methods for determining the response of mat foundations to static loads.” Ph.D. dissertation, Polytechnic Institute of New York, Brooklyn, N.Y.
Horvath, J. S. (1983). “New subgrade model applied to mat foundations.” J. Geotech. Eng., 109(12), 1567–1587.
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Horvath, J. S. (1989). “Subgrade models for soil-structure interaction.” Proc., Fndn. Engr. Cong., ASCE, New York, 599–612.
Horvath, J. S. (1993). “Subgrade modeling for soil-structure interaction analysis of horizontal foundation elements.” Rep. No. CE/GE-93-1, Dept. of Civil Engineering, School of Engineering, Manhattan College, Bronx, N.Y.
Horvath, J. S. (2002). “Soil-structure interaction research project; basic SSI concepts and applications overview.” Rep. No. CGT-2002-2, Dept. of Civil Engineering, School of Engineering, Manhattan College, Bronx, N.Y.
Horvath, J. S., and Colasanti, R. J. (2009). “A practical subgrade model for improved soil-structure interaction analysis: Parameter assessment.” J. Geotech. Geoenviron. Eng., submitted.
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Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 11Issue 1February 2011
Pages: 59 - 64

History

Received: Sep 9, 2009
Accepted: Jun 10, 2010
Published online: Jan 14, 2011
Published in print: Feb 2011

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Authors

Affiliations

John S. Horvath, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, School of Engineering, Manhattan College, Bronx, NY 10471 (corresponding author). E-mail: [email protected]
Regis J. Colasanti, M.ASCE [email protected]
P.E.
Consulting Engineer IV, URS Energy and Construction Div., 7800 East Union Ave., Denver, CO 80237. E-mail: [email protected]

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