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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.