Table 3 Five elastic parameters of the wet slate obtained from uniaxial tests.

From: A damage constitutive model of layered slate under the action of triaxial compression and water environment erosion

Statistics

E1 (GPa)

E2 (GPa)

v1

v2

G2 (GPa)

Min

30.19

26.12

0.21

0.23

7

Max

46.94

34.74

0.23

0.28

12

Mean

37.24

29.33

0.22

0.25

9

Back to article page