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Studia Geotechnica et Mechanica
Volume 45 (2023): Issue s1 (December 2023)
Open Access
Stress–dilatancy behaviour of remoulded Fujinomori clay
Zenon Szypcio
Zenon Szypcio
and
Katarzyna Dołżyk-Szypcio
Katarzyna Dołżyk-Szypcio
| Sep 13, 2023
Studia Geotechnica et Mechanica
Volume 45 (2023): Issue s1 (December 2023)
Special Issue 19th KKMGiIG
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Article Category:
Special Issue 19th KKMGiIG
Published Online:
Sep 13, 2023
Page range:
247 - 252
Received:
Feb 02, 2023
Accepted:
Jun 14, 2023
DOI:
https://doi.org/10.2478/sgem-2023-0010
Keywords
clay
,
stress–dilatancy
,
frictional state concept
,
critical state
© 2023 Zenon Szypcio et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.
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.
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.
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.
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.