General Stress–Dilatancy Relation for Granular Soils
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 4
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Acknowledgments
The authors would like to acknowledge the financial support from the National Natural Science Foundation of China (Grant No. 51509024).
References
Bolton, M. D. (1986). “The strength and dilatancy of sands.” Geotechnique, 36(1), 65–78.
Xiao, Y., Liu, H., Chen, Y., and Zhang, W. (2014). “Particle size effects in granular soils under true triaxial conditions.” Geotechnique, 64(8), 667–672.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 4 • April 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Oct 13, 2015
Accepted: Nov 25, 2015
Published online: Jan 21, 2016
Published in print: Apr 1, 2016
Discussion open until: Jun 21, 2016
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