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Stress–dilatancy behaviour of remoulded Fujinomori clay

Zenon Szypcio

Zenon Szypcio

Department of Geotechnics, Roads and Geodesy, Faculty of Civil Engineering and Environmental Sciences, Bialystok University of TechnologyBiałystok,
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Szypcio, Zenon
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Katarzyna Dołżyk-Szypcio

Katarzyna Dołżyk-Szypcio

Department of Geotechnics, Roads and Geodesy, Faculty of Civil Engineering and Environmental Sciences, Bialystok University of TechnologyBiałystok,
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Dołżyk-Szypcio, Katarzyna
  
13 sept 2023
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Categoría del artículo: Special Issue 19th KKMGiIG
Publicado en línea: 13 sept 2023
Páginas: 247 - 252
Recibido: 02 feb 2023
Aceptado: 14 jun 2023
DOI: https://doi.org/10.2478/sgem-2023-0010
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© 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.
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.
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Geociencias, Geociencias, otros, Ciencia de los materiales, Compuestos, Materiales porosos, Física, Mecánica y dinámica de fluidos
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