Discussion of “Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands” by Yang Xiao, Leihang Long, T. Matthew Evans, Hai Zhou, Hanlong Liu, and Armin W. Stuedlein
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VIEW THE ORIGINAL ARTICLEAuthors: Zenon Szypcio https://orcid.org/0000-0002-1351-6239 [email protected] and Katarzyna Dołżyk-Szypcio [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 5
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References
Szypcio, Z. 2016a. “Stress-dilatancy for soils. Part I: The frictional state theory.” Studia Geotechnica et Mechanica 38 (4): 51–57. https://doi.org/10.1515/sgem-2016-0030.
Szypcio, Z. 2016b. “Stress-dilatancy of soils. Part II: Experimental validation for triaxial tests.” Studia Geotechnica et Mechanica 38 (4): 59–65. https://doi.org/10.1515/sgem-2016-0031.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 146 • Issue 5 • May 2020
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©2020 American Society of Civil Engineers.
History
Received: Apr 15, 2019
Accepted: May 1, 2019
Published online: Feb 20, 2020
Published in print: May 1, 2020
Discussion open until: Jul 20, 2020
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Associate Professor, Dept. of Geotechnics and Structural Mechanics, Bialystok Univ. of Technology, Bialystok, Wiejska 45E, 15-351 Bialystok, Poland (corresponding author). ORCID: https://orcid.org/0000-0002-1351-6239. Email: [email protected]
Assistant Professor, Dept. of Geotechnics and Structural Mechanics, Bialystok Univ. of Technology, Bialystok, Wiejska 45E, 15-351 Bialystok, Poland. Email: [email protected]
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