Closure to “Physical Modeling of Temperature Influence on Performance of Geogrid-Reinforced Retaining Walls Considering Backfill Type Effect”
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VIEW THE ORIGINAL ARTICLEAuthors: Lu-Qiang Ding, Ph.D. [email protected], Fei-Long Cui [email protected], and Cheng-Zhi Xiao, Ph.D. https://orcid.org/0000-0002-8754-9711 [email protected]Author Affiliations
Publication: Journal of Cold Regions Engineering
Volume 37, Issue 3
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References
Chamberlain, E. J. 1981. Frost susceptibility of soil, review of index tests. Hanover, NH: Cold Regions Research and Engineering Laboratory.
Fannin, R. J. 2001. “Long-term variations of force and strain in a steep geogrid-reinforced soil slope.” Geosynth. Int. 8 (1): 81–96. https://doi.org/10.1680/gein.8.0187.
Konrad, J.-M., and N. Lemieux. 2005. “Influence of fines on frost heave characteristics of a well-graded base-course material.” Can. Geotech. J. 42 (2): 515–527. https://doi.org/10.1139/t04-115.
Kraszewski, C., and L. Rafalski. 2016. “Laboratory examination of frost-heaving properties of road unbound mixtures based on fines content and plasticity index.” Procedia Eng. 143: 836–843. https://doi.org/10.1016/j.proeng.2016.06.136.
Zarnani, S., J. D. Scott, and D. C. Sego. 2011. “Effect of soil temperature changes on geogrid strains.” Can. Geotech. J. 48 (8): 1287–1294. https://doi.org/10.1139/t11-035.
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© 2023 American Society of Civil Engineers.
History
Received: Dec 13, 2022
Accepted: Feb 9, 2023
Published online: May 3, 2023
Published in print: Sep 1, 2023
Discussion open until: Oct 3, 2023
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Lecturer, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China. Email: [email protected]
Ph.D. Candidate, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China. Email: [email protected]
Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China (corresponding author). ORCID: https://orcid.org/0000-0002-8754-9711. Email: [email protected]
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