Closure to “Stiffness and Strength Governing the Static Liquefaction of Tailings” by F. Schnaid, J. Bedin, A. J. P. Viana da Fonseca, and L. de Moura Costa Filho
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VIEW THE ORIGINAL ARTICLEAuthors: F. Schnaid, Ph.D. [email protected], J. Bedin [email protected], A. J. P. Viana da Fonseca [email protected], and L. de Moura Costa Filho, Ph.D. [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 9
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References
Bedin, J. (2010). “Study of the geomechanical behavior of tailings.” Ph.D. thesis, Federal Univ. of Rio Grande do Sul, Porto Alegre, Brazil (in Portuguese).
Ladd, R. S. (1978). “Preparing test specimens using under compaction.” Geotech. Test. J., 1(1), 16–23.
Schnaid, F., Passini, L., Stracke, F., and Mezzomo, S. (2014). “On the response of fluidized piles from laboratory model tests in granular soils.” J. Geo-Eng. Sci., 2, 69–81.
Vaid, Y. P., and Sivathayalan, S. (2000). “Fundamental factors affecting liquefaction susceptibility in sands.” Can. Geotech. J., 37(3), 592–606.
Vaid, Y. P., Sivathayalan, S., and Stedman, D. (1999). “Influence of specimen-reconstituting method on undrained response of sand.” Geotech. Test. J., 22(3), 187–195.
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© 2015 American Society of Civil Engineers.
History
Received: Dec 13, 2014
Accepted: Mar 4, 2015
Published online: May 4, 2015
Published in print: Sep 1, 2015
Discussion open until: Oct 4, 2015
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Authors
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Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3 Andar, CEP 90035-190, Porto Alegre, Rio Grande do Sul, Brazil. E-mail: [email protected]
D.Sc.
Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3 Andar, CEP 90035-190, Porto Alegre, Rio Grande do Sul, Brazil (corresponding author). E-mail: [email protected]
D.Sc.
Associate Professor, Faculty of Engineering, Univ. of Porto, Rua Dr. Roberto Frias, s/n, CEP 4200-465, Porto, Portugal. E-mail: [email protected]
Director, LPS Consulting and Engineering, Av. 13 de Maio, 41 / 10 Andar, CEP 20031-007, Rio de Janeiro, Brazil. E-mail: [email protected]
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