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Progress in Earth and Planetary Science
Fig. 5 | Progress in Earth and Planetary Science

Fig. 5

From: 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 rate

Fig. 5

Alternating strain rate uniaxial compression test results. a Core sample AT1-CW2-22P-3(85–93). Compression strain rate Rεa = 0.001%/min to 0.0001%/min. b AT1-CW2-22P-3(40.7–50.2). Compression strain rate Rεa = 0.001%/min to 0.0001%/min. c AT1-CW2-23P-2b(41–49). Compression strain rate Rεa = 0.1%/min to 0.01%/min. d AT1-CW2-23P-2b(33–41). Compression strain rate Rεa = 1%/min to 0.25%/min

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