A critical investigation of three constitutive models for clay by means of analyses of a sophisticated laboratory testing programme and of centrifuge tests on monopiles in clay subjected to (cyclic) lateral loading is presented. Constitutive models of varying complexity – namely, the basic modified Cam Clay model, the hypoplastic model with intergranular strain (known as the clay hypoplasticity model) and the more recently proposed anisotropic visco-intergranular strain anisotropy (AVISA) model – are considered. From the simulations of the centrifuge tests with monotonic loading it is concluded that all three constitutive models give satisfactory results if a proper calibration of constitutive model parameters and proper initialisation of state variables is ensured. In the case of cyclic loading, the AVISA model is found to offer superior performance over the hypoplastic model with intergranular strain.
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May 2025
Research Article|
May 17 2024
Predictive abilities of constitutive models for clay under monotonic and cyclic loading: element tests and centrifuge experiments
Merita Tafili
;
Merita Tafili
* Department of Civil and Environmental Engineering, Ruhr Universität Bochum, Germany.
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Patrick Staubach
;
Patrick Staubach
† Institute of Structural Engineering, Bauhaus Universität Weimar, Germany; also Ruhr Universität Bochum, Germany.
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Jan Machaček
;
Jan Machaček
‡ Institute of Geotechnics, Technische Universität Darmstadt, Germany; also Ruhr-Universität Bochum, Germany.
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Hauke Zachert
;
Hauke Zachert
§ Institute of Geotechnics, Technische Universität Darmstadt, Germany.
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Torsten Wichtmann
Torsten Wichtmann
∥ Ruhr-Universität Bochum, Germany.
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Publisher: Emerald Publishing
Received:
August 18 2023
Accepted:
April 22 2024
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2025 Emerald Publishing Limited
2025
Geotechnique (2025) 75 (5): 595–611.
Article history
Received:
August 18 2023
Accepted:
April 22 2024
Citation
Tafili M, Staubach P, Machaček J, Zachert H, Wichtmann T (2025), "Predictive abilities of constitutive models for clay under monotonic and cyclic loading: element tests and centrifuge experiments". Geotechnique, Vol. 75 No. 5 pp. 595–611, doi: https://doi.org/10.1680/jgeot.23.00268
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