Table 7 Rock mechanics parameters of numerical models.

From: Investigation on the characteristics of surface movement and deformation in mining under thick unconsolidated layer in Jining area, China

Stratum

Bulk

(Mpa)

Shear

(Mpa)

Cohesion

(Mpa)

Friction

(\(^\circ\))

Tension

(Mpa)

Density(kg/m3)

Epipedon

267

123

0.16

20

0.01

1870

Clayey sand

292

135

0.16

20

0.01

1980

1st clay layer

325

150

0.16

20

0.01

1950

1st sand layer

341

176

0.17

20

0.01

2050

2nd clay layer

350

162

0.17

20

0.01

2040

2nd sand layer

591

305

0.18

20

0.01

2080

3rd clay layer

600

277

0.18

20

0.01

2050

3rd sand layer

667

344

0.20

20

0.01

2110

Gabbro

1833

1375

2.15

32

1.12

2450

Fine sandstone

1956

1467

1.90

31

1.23

2433

Muddy fine sandstone

1978

1546

2.04

32

1.21

2400

Gravel fine sandstone

1856

1392

2.25

33

1.32

2441

Sand-mud interbed

1979

1610

2.02

33

1.44

2383

Medium sandstone

1711

1283

1.75

32

1.14

2495

Coal

1071

738

1.22

30

0.85

1500

Mudstone (floor)

3422

2567

3.02

33

2.22

2467