Discussions and Closures
Jan 15, 2013

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

Horvath, J. S., and Colasanti, R. J. (2011). “Practical subgrade model for improved soil-structure interaction analysis: model development.” Int. J. Geomech., 11(1), 59–64.
Kerr, A. D. (1964). “Elastic and viscoelastic foundation models.” J. Appl. Mech., 31(3), 491–498.
Kerr, A. D. (1965). “A study on a new foundation model.” Acta Mech., 1(2), 135–147.
Pasternak, P.L. (1954). On a new method of analysis of an elastic foundation by means of two foundation constants. Gosudarstvebnnoe Izdatelstvo Literature Stroitelstvu Arkhitekture, Moscow (in Russian).
Selvadurai, A. P. S. (1979). Elastic analysis of soil-foundation interaction, Elsevier, Amsterdam.
Shukla, S. K. (1995). “Foundation model for reinforced granular fill–soft soil system and its settlement response.” Ph.D. thesis, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, India.
Shukla, S. K., and Chandra, S. (1994a). “The effect of prestressing on the settlement characteristics of geosynthetic-reinforced soil.” Geotextiles Geomembranes, 13(8), 531–543.
Shukla, S. K., and Chandra, S. (1994b). “A study of settlement response of a geosynthetic-reinforced compressible granular fill–soft soil system.” Geotextiles Geomembranes, 13(9), 627–639.
Shukla, S. K., and Chandra, S. (1994c). “A generalized mechanical model for geosynthetic-reinforced foundation soil.” Geotextiles Geomembranes, 13(12), 813–825.
Shukla, S. K., and Chandra, S. (1995a). “Time-dependent settlement response of granular fill on soft soil.” Soil Found., 35(4), 105–108.
Shukla, S. K., and Chandra, S. (1995b). “Modelling of geosynthetic-reinforced engineered granular fill on soft soil.” Geosynthetics Int., 2(3), 603–618.
Shukla, S. K., and Chandra, S. (1996). “A study on a new mechanical model for foundations and its elastic settlement response.” Int. J. Numer. Anal. Methods Geomech., 20(8), 595–604.
Shukla, S. K., and Chandra, S. (1998). “Time-dependent analysis of axi-symmetrically loaded reinforced granular fill on soft subgrade.” Indian Geotechnical J., 28(2), 195–213.
Shukla, S. K., and Yin, J. H. (2003). “Time-dependent settlement analysis of a geosynthetic-reinforced soil.” Geosynthetics Int., 10(2), 70–76.
Winkler, E. (1867). Die lehre von der elasticitaet und festigkeit, H. Dominikus, Prague, Czech Republic (in Czech).

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 13Issue 1February 2013
Pages: 99 - 100

History

Received: Jun 28, 2011
Accepted: Aug 2, 2011
Published online: Jan 15, 2013
Published in print: Feb 1, 2013

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Sanjay Kumar Shukla, M.ASCE [email protected]
Associate Professor and Program Leader, Discipline of Civil Engineering, School of Engineering, Edith Cowan Univ., 270 Joondalup Dr., Joondalup, Perth, WA 6027, Australia. E-mail: [email protected]

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