Discussion of “Effect of Particle Shape and Fine Content on the Behavior of Binary Mixture” by Tang-Tat Ng, Wei Zhou, and Xiao-Lin Chang
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Engineering Mechanics
Volume 143, Issue 9
EM.1943-7889.0001323/asset/104b5787-ac67-4d0a-8bff-207952e82c4a/assets/(asce)em.1943-7889.0001323.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Baki, M. A. L., Rahman, M. M., and Lo, S. R. (2014). “Predicting onset of cyclic instability of loose sand with fines using instability curves.” Soil Dyn. Earthquake Eng., 61, 140–151.
Carraro, J. A. H., Prezzi, M., and Salgado, R. (2009). “Shear strength and stiffness of sands containing plastic or nonplastic fines.” J. Geotech. Geoenviron. Eng., 1167–1178.
Goudarzy, M., Rahemi, N., Rahman, M. M., and Schanz, T. (2017). “Predicting the maximum shear modulus of sands containing non-plastic fines.” J. Geotech. Geoenviron. Eng., in press.
Goudarzy, M., Rahman, M. M., König, D., and Schanz, T. (2016). “Influence of non-plastic fines content on maximum shear modulus of granular materials.” Soils Found., 56(6), 973–983.
Kenney, T. C. (1977). “Residual strength of mineral mixture.” Proc., 9th Int. Conf. of Soil Mechanics and Foundation Engineering, Tokyo, Vol. 1, 155–160.
McGeary, R. K. (1961). “Mechanical packing of spherical particles.” J. Am. Ceram. Soc., 44(10), 513–522.
Mitchell, J. K. (1976). Fundamentals of soil behavior, Wiley, Hoboken, NJ.
Nguyen, H. B. K., Rahman, M. M., and Fourie, A. B. (2017). “Undrained behaviour of granular material and the role of fabric in isotropic and K0-consolidation: DEM approach.” Géotechnique, 67(2), 153–167.
Pitman, T. D., Robertson, P. K., and Sego, D. C. (1994). “Influence of fines on the collapse of loose sands.” Can. Geotech. J., 31(5), 728–739.
Rahman, M., Baki, M., and Lo, S. (2014a). “Prediction of undrained monotonic and cyclic liquefaction behavior of sand with fines based on the equivalent granular state parameter.” Int. J. Geomech., 254–266.
Rahman, M. M., Cubrinovski, M., and Lo, S. R. (2012). “Initial shear modulus of sandy soils and equivalent granular void ratio.” Geomech. Geoeng., 7(3), 219–226.
Rahman, M. M., Lo, S.-C. R., and Dafalias, Y. F. (2014b). “Modelling the static liquefaction of sand with low-plasticity fines.” Géotechnique, 64(11), 881–894.
Rahman, M. M., and Lo, S. R. (2008a). “Effect of sand gradation and fines type on the liquefaction behaviour of sand-fines mixtures.” Geotechnical Earthquake Engineering and Soil Dynamics Congress IV, ASCE, Reston, VA.
Rahman, M. M., and Lo, S. R. (2008b). “The prediction of equivalent granular steady state line of loose sand with fines.” Geomech. Geoeng., 3(3), 179–190.
Rahman, M. M., and Lo, S. R. (2012). “Predicting the onset of static liquefaction of loose sand with fines.” J. Geotech. Geoenviron. Eng., 1037–1041.
Rahman, M. M., and Lo, S. R. (2014). “Undrained behavior of sand-fines mixtures and their state parameters.” J. Geotech. Geoenviron. Eng., 04014036.
Rahman, M. M., Lo, S. R., and Gnanendran, C. T. (2008). “On equivalent granular void ratio and steady state behaviour of loose sand with fines.” Can. Geotech. J., 45(10), 1439–1456.
Rahman, M. M., Lo, S. R., and Gnanendran, C. T. (2009). “Reply to the discussion by Wanatowski and Chu on ‘On equivalent granular void ratio and steady state behaviour of loose sand with fines.’” Can. Geotech. J., 46(4), 483–486.
Thevanayagam, S., Shenthan, T., Mohan, S., and Liang, J. (2002). “Undrained fragility of clean sands, silty sands, and sandy silts.” J. Geotech. Geoenviron. Eng., 849–859.
Zlatovic, S., and Ishihara, K. (1995). “On the influence of nonplastic fines on residual strength.” Proc., 1st Int. Conf. on Earthquake Geotechnical Engineering, A.A. Balkema, Rotterdam, Netherlands, 239–244.
Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 143 • Issue 9 • September 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Aug 12, 2016
Accepted: Jan 10, 2017
Published online: Jun 16, 2017
Published in print: Sep 1, 2017
Discussion open until: Nov 16, 2017
Authors
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.