Discussion of “Undrained Cyclic Response of -Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai
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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 Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 10
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References
Cai, Y. Q., L. Guo, R. J. Jardine, Z. X. Yang, and J. Wang. 2017. “Stress-strain response of soft clay to traffic loading.” Geotechnique 67 (5): 446–451. https://doi.org/10.1680/jgeot.15.P.224.
Guo, L., Y. Q. Cai, R. J. Jardine, X. Yang, and J. Wang. 2018. “Undrained behavior of intact soft clay under cyclic paths that match vehicle loading conditions.” Can. Geotech. 55 (1): 90–106. https://doi.org/10.1139/cgi-2016-0636.
Hosseini Kamal, R., R. J. Jardine, and A. Brosse. 2014. “The post yield behavior of four Eocene -to-Jurassic UK Stiff clays.” Geotechnique 64 (8): 620–634. https://doi.org/10.1680/geot.13.P.043.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 148 • Issue 10 • October 2022
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© 2022 American Society of Civil Engineers.
History
Received: Nov 10, 2021
Accepted: Mar 29, 2022
Published online: Jul 26, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 26, 2022
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P.Eng.
Managing Director, GAEA Engineering Ltd., 33 Ashby Field Rd., Brampton, ON, Canada L6X0R4. ORCID: https://orcid.org/0000-0003-4513-2341. Email: [email protected]
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