Table 3 Microscopic parameters of different rock strata and support elements in the numerical model.

From: Roof collapse in a retained top coal roadway induced by high-energy seismic events: implications from a case study

Model properties

\(\:{E}^{*}(\)GPa)

\(\:{k}_{n}/{k}_{s}\)

\(\:\mu\:\)

\(\:\rho\:\) (kg/m3)

\(\:\overline{{E}^{*}}(\)GPa)

\(\:\overline{{k}_{n}}/\overline{{k}_{s}}\)

\(\:\overline{{\sigma\:}_{c}}(\)MPa)

\(\:\overline{{\tau\:}_{c}}\)(MPa)

\(\:\overline{\varphi\:}\)/(°)

Roof(sandstone)

3.5

1.2

0.6

2570

3.5

1.2

37.6

61.5

35

coal

1.3

1.2

0.6

1350

1.3

1.2

16.6

10

35

Floor(mudstone)

2

1.2

0.62

2500

2

1.2

22.6

21

25

Support

300

1.25

0.85

7850

300

1.25

500

250

40

Support-surrounding rock

/

/

/

/

100

1.25

70

40

36