Discussions and Closures
Jan 21, 2014

Discussion of “Seismic Performance of Earth Embankment Using Simple and Advanced Numerical Approaches” by Gaetano Elia and Mohamed Rouainia

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 4
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References

Biot, M. A. (1941). “General theory of three-dimensional consolidation.” J. Appl. Phys., 12(2), 155–164.
Elia, G., Amorosi, A., Chan, A. H. C., and Kavvadas, M. J. (2011a). “Fully coupled dynamic analysis of an earth dam.” Geotechnique, 61(7), 549–563.
Elia, G., Amorosi, A., Chan, A. H. C., and Kavvadas, M. J. (2011b). “Numerical prediction of the dynamic behavior of two earth dams in Italy using a fully coupled nonlinear approach.” Int. J. Geomech., 504–518.
Gens, A. (2010). “Soil-environment interactions in geotechnical engineering.” Geotechnique, 60(1), 3–74.
Huang, J., and Griffiths, D. V. (2010). “One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method.” Geotechnique, 60(9), 709–713.
Jürgenson, L. (1975). “Conductivity, conductance and conductibility.” Geotechnique, 25(3), 585–586.
Ming, H. Y., and Li, X. S. (2003). “Fully coupled analysis of failure and remediation of lower San Fernando Dam.” J. Geotech. Geoenviron. Eng., 336–349.
Muraleetharan, K. K., Deshpande, S., and Adalier, K. (2004). “Dynamic deformations in sand embankments: Centrifuge modeling and blind, fully coupled analyses.” Can. Geotech. J., 41(1), 48–69.
Preisig, M., and Prévost, J. H. (2012). “Fully coupled simulation of fluid injection into geomaterials with focus on nonlinear near-well behavior.” Int. J. Numer. Anal. Methods Geomech., 36(8), 1023–1040.
Samimi, S., and Pak, A. (2012). “Three-dimensional simulation of fully coupled hydro-mechanical behavior of saturated porous media using Element Free Galerkin (EFG) method.” Comput. Geotech., 46, 75–83.
Sills, G. C. (1975). “Some conditions under which Biot’s equations of consolidation reduce to Terzaghi’s equation.” Geotechnique, 25(1), 129–132.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 140Issue 4April 2014

History

Received: Jul 9, 2013
Accepted: Jul 15, 2013
Published online: Jan 21, 2014
Published in print: Apr 1, 2014

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Professor, Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education, Geotechnical Research Institute, Hohai Univ., 1 Xikang Rd., Nanjing, Jiangsu, 210098, P. R. China. E-mail: [email protected]

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