Discussion of “Characterizing Permanent Deformation of Alaskan Granular Base–Course Materials” by Lin Li, Jenny Liu, Xiong Zhang, Peng Li, and Steve Saboundjian
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VIEW THE ORIGINAL ARTICLEAuthor: Vishnu Diyaljee, Ph.D., F.ASCE https://orcid.org/0000-0003-4513-2341 [email protected]Author Affiliations
Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 7
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References
ARA (Applied Research Associates). 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. NCHRP 1-37A. Washington, DC: Transportation Research Board, National Research Council.
Sweere, G. T. H. 1990. “Unbound granular bases for roads.” Ph.D. thesis, Dept. of Civil Engineering and Geosciences, Delft Univ. of Technology.
Tseng, K. H., and R. L. Lytton. 1989. “Prediction of permanent deformation in flexible pavement materials.” In Implication of aggregates in design, construction, and performance of flexible pavements: ASTM STP1016, edited by H. G. Schrauders and C. R. Marek, 154–172. West Conshohocken, PA: ASTM.
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Journal of Materials in Civil Engineering
Volume 33 • Issue 7 • July 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Jan 23, 2020
Accepted: Mar 18, 2020
Published online: May 7, 2021
Published in print: Jul 1, 2021
Discussion open until: Oct 7, 2021
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P.Eng.
Managing Director, GAEA Engineering Ltd., 33Ashby Field Rd., Brampton, ON, Canada L6X0R4. ORCID: https://orcid.org/0000-0003-4513-2341. Email: [email protected]
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