Closure to “Flow Liquefaction Instability as a Mechanism for Lower End of Liquefaction Charts” by Utkarsh Mital, Toktam Mohammadnejad, and José E. Andrade
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Volume 144, Issue 9
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References
Andrade, J. E. 2009. “A predictive framework for liquefaction instability.” Géotechnique 59 (8): 673–682. https://doi.org/10.1680/geot.7.00087.
Andrade, J. E., A. M. Ramos, and A. Lizcano. 2013. “Criterion for flow liquefaction instability.” Acta Geotechnica 8 (5): 525–535. https://doi.org/10.1007/s11440-013-0223-x.
Dobry, R., and T. Abdoun. 2011. “An investigation into why liquefaction charts work: A necessary step toward integrating the states of art and practice.” In Proc., 5th Int. Conf. on Earthquake Geotechnical Engineering, 13–44. Santiago, Chile: Chilean Geotechnical Society.
Hill, R. 1975. “On the elasticity and stability of perfect crystals at finite strain.” Math. Proc. Cambridge Philos. Soc. 77 (1): 225. https://doi.org/10.1017/S0305004100049549.
Jefferies, M., and K. Been. 2016. Soil liquefaction: A critical state approach. Boca Raton, FL: CRC Press.
Mohammadnejad, T., and J. E. Andrade. 2015. “Flow liquefaction instability prediction using finite elements.” Acta Geotechnica 10 (1): 83–100. https://doi.org/10.1007/s11440-014-0342-z.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 144 • Issue 9 • September 2018
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©2018 American Society of Civil Engineers.
History
Received: Feb 26, 2018
Accepted: Mar 28, 2018
Published online: Jun 20, 2018
Published in print: Sep 1, 2018
Discussion open until: Nov 20, 2018
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