Table 1 Physical and mechanical properties of rock specimens.

From: Laboratory and numerical investigation of cutting tool performance using a new small-scale linear cutting machine

Rock Specimens

Density

(g/cm3)

Uniaxial compressive strength

(MPa)

Brazilian tensile strength

(MPa)

Modulus of elasticity

(MPa)

Ductile damage

Quartz equivalent

(EQC)

Travertine-1

2.03

38.5

4.279

\(\:7.7\times\:{10}^{3}\)

0.3

45

Travertine-2

2.27

46.93

7.67

\(\:3.1\times\:{10}^{3}\)

0.3

47.5

Onyx Marble

2.72

47

7.64

\(\:12.4\times\:{10}^{3}\)

0.3

48.57

Fossiliferous Limestone

2.69

41.25

5.563

\(\:23.2\times\:{10}^{3}\)

0.3

42

Andesite-1

2.6

132.97

11.84

\(\:25\times\:{10}^{3}\)

0.3

66.42

Andesite-2

2.51

41.8

5.62

\(\:13.7\times\:{10}^{3}\)

0.3

62.5

Basalt-1

2.33

48.28

7.274

\(\:16.2\times\:{10}^{3}\)

0.3

71.78

Basalt-2

2.39

58.9

7.1

\(\:17.6\times\:{10}^{3}\)

0.3

62.5

Quartz Syenite

2.67

75.92

6.2

\(\:34.9\times\:{10}^{3}\)

0.3

68.57