Discussion of “Role of Particle Angularity on the Mechanical Behavior of Granular Mixtures” by H. Shin and J. C. Santamarina
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 6
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References
Bui, M., and Priest, J. (2007). “Discussion of ‘Particle shape effects on packing density, stiffness, and strength: Natural and crushed sands’ by Gye-Chun Cho, Jake Dodds, and J. Carlos Santamarina.” J. Geotech. Geoenviron. Eng., 1473–1474.
Cho, G., Dodds, J., and Santamarina, J. (2006). “Particle shape effects on packing density, stiffness, and strength: Natural and crushed sands.” J. Geotech. Geoenviron. Eng., 591–602.
Marsal, R. J. (1967). “Large scale testing of rockfill materials.” J. Soil Mech. and Found. Div., 93(2), 27–43.
Varadarajan, A., Sharma, K., Venkatachalam, K., and Gupta, A. (2003). “Testing and modeling two rockfill materials.” J. Geotech. Geoenviron. Eng., 206–218.
Yang, J., and Wei, L. M. (2012). “Collapse of loose sand with the addition of fines: The role of particle shape.” Geotechnique, 62(12), 1111–1125.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 140 • Issue 6 • June 2014
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© 2014 American Society of Civil Engineers.
History
Received: Apr 17, 2013
Accepted: May 8, 2013
Published online: Mar 19, 2014
Published in print: Jun 1, 2014
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Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. E-mail: [email protected]
Senior Engineer, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu, Sichuan 610051, China; and School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China (corresponding author). E-mail: [email protected]
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