Table 1 Physical and mechanical parameters of the different joint combination sandstone samples.

From: Experimental study on I/II/III mixed mode fracture characteristics of a combined rock mass under creep loading

No

Rock type

Joint inclination (°)

Thickness (mm)

Width (mm)

Length (mm)

Uniaxial compressive strength (MPa)

Young’s modulus (GPa)

1

0

24.72

60.15

119.82

33.25

5.91

2

30

24.91

60.25

119.95

20.15

2.94

3

60

24.86

60.45

119.86

22.01

4.93

4

90

25

59.6

120.05

28.93

5.01

1–1

0/0

49.18

59.61

119.11

33.93

6.19

1–2

0/30

50.11

60.70

120.07

28.57

4.65

1–3

0/60

49.37

60.21

120.00

26.88

4.11

1–4

0/90

50.05

59.8

119.4

22.16

3.49

  1. 1–1 Joint inclination 0°/0° in red color, 1–2 Joint inclination 0°/30° in red and white color, 1–3 Joint inclination 0°/60° in red and green color, 1–4 Joint inclination 0°/90° in red and brown color.
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