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Table 1 Core sample list

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

Sample ID:

Core top (m) measured depth

Seabed: 994.5 m

Rotary table: 28.5 m

Porosity

n

Hydrate saturation

Sh

(%)

Test type

Strain rate: %

Rεa

Effective confining pressure: (MPa)

σc

Mean particle size: (um)

AT1-CW2-4P-2(43.5–52.5)

1295.25

0.432

0.3

Triaxial CU

0.01–0.05

1.6

6

AT1-CW2-6P-2a(5–12)

1300.88

0.454

9.1

Uniaxial

1

0

9

AT1-CW2-20P-2a(209–218)

1335.56

0.611

21

Uniaxial

10

0

92

AT1-CW2-22P-3(31–40.7)

1340.07

0.402

55

Triaxial CD

0.0001–0.001

2.0

88

AT1-CW2-22P-3(40.7–50.2)

1340.16

0.410

55.1

Uniaxial

0.0001–0.001

0

88

AT1-CW2-22P-3(50–60)

1340.26

0.416

54

Triaxial CD

0.01–0.1

2.0

77

AT1-CW2-22P-3(85–93)

1340.69

0.482

35.9

Uniaxial

0.0001–0.001

0

39

AT1-CW2-23P-2b(25–33)

1342.69

0.421

54.9

Uniaxial

0.01

0

88

AT1-CW2-23P-2b(33–41)

1342.77

0.458

39.7

Uniaxial

0.25–1

0

85

AT1-CW2-23P-2b(41–49)

1342.85

0.479

50.3

Uniaxial

0.01–0.1

0

85

AT1-CW2-23P-3b(56.2–66)

1343.93

0.466

59.1

Uniaxial

10

0

85

AT1-CW2-24P-1(5–13)

1357.74

0.439

36.6

Uniaxial

1

0

53