Closure to “Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines” by Meisam Goudarzy, Negar Rahemi, Md. Mizanur Rahman, and Tom Schanz
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Volume 145, Issue 4
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References
Goudarzy, M., M. M. Rahman, D. König, and T. Schanz. 2016. “Influence of non-plastic fines content on maximum shear modulus of granular materials.” Soils Found. 56 (6): 973–983. https://doi.org/10.1016/j.sandf.2016.11.003.
Jamiolkowski, M., R. Lancellotta, and D. C. F. Lo Presti. 1995. “Remarks on the stiffness at small strains of six Italian clays.” In Pre-failure deformation of geomaterials, 2 ed., edited by S. Shibuya, T. Mitachi, and S. Miura, 817–836. Rotterdam, Netherlands: A.A.Balkema.
Pitman, T. D., P. K. Robertson, and D. C. Sego. 1994. “Influence of fines on the collapse of loose sands.” Can. Geotech. J. 31 (5): 728–739. https://doi.org/10.1139/t94-084.
Rahman, M. M., M. Cubrinovski, and S. R. Lo. 2012. “Initial shear modulus of sandy soils and equivalent granular void ratio.” Geomech. Geoeng. 7 (3): 219–226. https://doi.org/10.1080/17486025.2011.616935.
Rahman, M. M., and S. R. Lo. 2008. “The prediction of equivalent granular steady state line of loose sand with fines.” Geomech. Geoeng. 3 (3): 179–190. https://doi.org/10.1080/17486020802206867.
Rahman, M. M., S. R. Lo, and C. T. Gnanendran. 2008. “On equivalent granular void ratio and steady state behaviour of loose sand with fines.” Can. Geotech. J. 45 (10): 1439–1456. https://doi.org/10.1139/T08-064.
Rahman, M. M., S. R. Lo, and C. T. Gnanendran. 2009. “Reply to discussion by Wanatowski, D. and Chu, J. on ‘On equivalent granular void ratio and steady state behaviour of loose sand with fines’.” Can. Geotech. J. 46 (4): 483–486. https://doi.org/10.1139/T09-025.
Thevanayagam, S. 1998. “Effect of fines and confining stress on undrained shear strength of silty sands.” J. Geotech. Geoenviron. Eng. 124 (6): 479–491. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:6(479).
Thevanayagam, S., and J. Liang. 2001. “Shear wave velocity relations for silty and gravely soils.” In Proc., 4th Int. Conf. on Soil Dynamics and Earthquake Engineering, 1–15. Columbia, MO: Univ. of Missouri.
Thevanayagam, S., T. Shenthan, S. Mohan, and J. Liang. 2002. “Undrained fragility of clean sands, silty sands, and sandy silts.” J. Geotech. Geoenviron. Eng. 128 (10): 849–859. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:10(849).
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 145 • Issue 4 • April 2019
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©2019 American Society of Civil Engineers.
History
Received: May 2, 2018
Accepted: Jun 8, 2018
Published online: Feb 15, 2019
Published in print: Apr 1, 2019
Discussion open until: Jul 15, 2019
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