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Sep 24, 2018

Discussion of “Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression” by Samaneh Amirpour Harehdasht, Mourad Karray, Mahmoud N. Hussien, and Mohamed Chekired

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Publication: International Journal of Geomechanics
Volume 18, Issue 12
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References

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Salgado, R., P. Bandini, and A. Karim. 2000. “Shear strength and stiffness of silty sand.” J. Geotech. Geoenviron. Eng. 126 (5): 451–462. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:5(451).
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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 12December 2018

History

Received: Aug 1, 2017
Accepted: Sep 7, 2017
Published online: Sep 24, 2018
Published in print: Dec 1, 2018
Discussion open until: Feb 24, 2019

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Yang Xiao, Ph.D., M.ASCE [email protected]
Associate Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China (corresponding author). Email: [email protected]
Zhengxin Yuan [email protected]
Master Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China. Email: [email protected]
Xiang He, Ph.D. [email protected]
Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China. Email: [email protected]
Minqiang Meng, Ph.D. [email protected]
Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China. Email: [email protected]

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