Fig. 6From: Empirical evaluation of the strength and deformation characteristics of natural and synthetic gas hydrate-bearing sediments with different ranges of porosity, hydrate saturation, effective stress, and strain rateAlternating strain rate triaxial compression test results. Stress–strain curves for AT1-CW2-22P-3(50–60) and AT1-CW2-22P-3(31–40.7) and volumetric strain versus axial strain are illustratedBack to article page