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
This article is a reply.
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
GT.1943-5606.0001329/asset/24bd1e76-1988-48f2-b080-838c8d63c20f/assets/(asce)gt.1943-5606.0001329.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 9 • September 2015
Copyright
© 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
Permissions
Request permissions for this article.
Authors
Affiliations
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]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.