A limit plasticity solution for evaluating the effective stress friction angle in clays from piezocone tests was assessed and compared with the popular notion of using laboratory Atterberg limits on remoulded specimens. The results showed that the in situ piezocone-based method provided a far more accurate and robust interpretation of the friction angle values of 155 separate clays than empirical correlations with plasticity index when compared with laboratory benchmark values obtained from triaxial compression tests. For illustration, the piezocone-based method was shown successfully to capture the effective stress parameter of four clays with friction angles of 20–37°: normally consolidated kaolin clay in chamber tests; natural soft clay deposit located at Bothkennar, UK; Troll offshore clay in the North Sea; and soft plastic lacustrine deposits in Bogota, Colombia.
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April 2024
Research Article|
February 16 2023
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits
Zhongkun Ouyang, PhD;
Zhongkun Ouyang, PhD
Assistant Professor, Tsinghua Shenzhen International Graduate School, Institute for Ocean Engineering, Shenzhen, China (corresponding author: ouyangzk@sz.tsinghua.edu.cn)
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Paul W. Mayne, PhD, PE
Paul W. Mayne, PhD, PE
Professor Emeritus, School of Civil & Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, USA
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Publisher: Emerald Publishing
Received:
July 23 2022
Accepted:
December 07 2022
Online ISSN: 1751-8563
Print ISSN: 1353-2618
Emerald Publishing Limited: All rights reserved
2023
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2024) 177 (2): 147–157.
Article history
Received:
July 23 2022
Accepted:
December 07 2022
Citation
Ouyang Z, Mayne PW (2024), "Evaluating friction angles for clays: piezocone tests compared with Atterberg limits". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 177 No. 2 pp. 147–157, doi: https://doi.org/10.1680/jgeen.22.00135
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