Discussion of “Dilatancy and Friction Angles Based on In Situ Soil Conditions” by Ozer Cinicioglu and Arshiya Abadkon
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 6
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References
Huang, X., O’Sullivan, C., Hanley, K. J., and Kwok, C. Y. (2014). “Discrete-element method analysis of the state parameter.” Geotechnique, 64(12), 954–965.
Xiao, Y., Liu, H., Chen, Y., and Chu, J. (2014a). “Influence of intermediate principal stress on the strength and dilatancy behavior of rockfill material.” J. Geotech. Geoenviron. Eng., 04014064.
Xiao, Y., Liu, H., Chen, Y., and Zhang, W. (2014b). “Particle size effects in granular soils under true triaxial conditions.” Geotechnique, 64(8), 667–672.
Yang, J., and Li, X. S. (2004). “State-dependent strength of sands from the perspective of unified modeling.” J. Geotech. Geoenviron. Eng., 186–198.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 6 • June 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Jan 13, 2015
Accepted: Mar 4, 2015
Published online: Feb 12, 2016
Published in print: Jun 1, 2016
Discussion open until: Jul 12, 2016
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Associate Professor, College of Civil Engineering, Chongqing Univ., Chongqing 400450, China; Researcher, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. E-mail: [email protected]
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