Table 2 Mechanical parameters of the materials.

From: Research on ground pressure control modes in a subsea mine by physical model test and numerical simulation analysis

Type

Elastic modulus E/Pa

Shear modulus E/Pa

Density

g/cm3

Internal friction angle/Φ

Cohesion/Pa

Tensile strength

/Pa

Upper bedrock

1.096 × 1010

6.895 × 109

2700

36.94

4.2778 × 107

8.54 × 106

Bottom bedrock

1.096 × 1010

6.895 × 109

2700

36.94

4.2778 × 107

8.54 × 106

Peripheral rock along the strike of the orebody

1.096 × 1010

6.895 × 109

2700

36.94

4.2778 × 107

8.54 × 106

Orebody

3.218 × 109

2.024 × 109

2700

32.60

2.145 × 107

4.91 × 106

1:4 backfill body

2.894 × 107

2.449 × 107

2700

43.50

3.1 × 105

1.51 × 106

1:8 backfill body

1.234 × 107

9.71 × 106

2700

38.70

1.71 × 105

4.2 × 105

Noncollodion backfill

6.32 × 106

3.68 × 106

2700

32.00

1.7 × 104

3 × 104

Top Column

2.894 × 107

2.449 × 107

2700

43.50

3.1 × 105

1.51 × 106

Bottom column

1.096 × 1010

6.895 × 109

2700

36.94

4.2778 × 107

8.54 × 106