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Stress–dilatancy behaviour of remoulded Fujinomori clay Cover

Stress–dilatancy behaviour of remoulded Fujinomori clay

Studia Geotechnica et Mechanica
Volume 45 (2023): Issue s1 (December 2023)
By: Zenon Szypcio and  Katarzyna Dołżyk-Szypcio  
Open Access
|Sep 2023

Figures & Tables

Figure 1:

Behaviour of Fujinomori clay under different OCRs in drained triaxial compression tests: a) stress ratio versus shear strain; b) volumetric strain versus shear strain; c) stress ratio versus plastic dilatancy.
Behaviour of Fujinomori clay under different OCRs in drained triaxial compression tests: a) stress ratio versus shear strain; b) volumetric strain versus shear strain; c) stress ratio versus plastic dilatancy.

Figure 2:

Behaviour of Fujinomori clay under different OCRs in drained triaxial extension tests: a) stress ratio versus shear strain; b) volumetric strain versus shear strain; c) stress ratio versus plastic dilatancy.
Behaviour of Fujinomori clay under different OCRs in drained triaxial extension tests: a) stress ratio versus shear strain; b) volumetric strain versus shear strain; c) stress ratio versus plastic dilatancy.

Figure 3:

Behaviour of Fujinomori clay in different stress paths for drained triaxial compression: a) principal stresses ratio versus axial strains; b) volumetric strains versus axial strains; c) stress ratio versus plastic dilatancy.
Behaviour of Fujinomori clay in different stress paths for drained triaxial compression: a) principal stresses ratio versus axial strains; b) volumetric strains versus axial strains; c) stress ratio versus plastic dilatancy.

Figure 4:

Behaviour of Fujinomori clay in different stress paths for drained triaxial extension: a) principal stresses ratio versus axial strains; b) volumetric strains versus axial strains; c) stress ratio versus plastic dilatancy.
Behaviour of Fujinomori clay in different stress paths for drained triaxial extension: a) principal stresses ratio versus axial strains; b) volumetric strains versus axial strains; c) stress ratio versus plastic dilatancy.
DOI: https://doi.org/10.2478/sgem-2023-0010 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 247 - 252
Submitted on: Feb 2, 2023
|
Accepted on: Jun 14, 2023
|
Published on: Sep 13, 2023
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
clay,
stress–dilatancy,
frictional state concept,
critical state
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2023 Zenon Szypcio, Katarzyna Dołżyk-Szypcio, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.

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