Table 4 Calculation of bearing capacity of CFST pillars with different length-diameter ratios.

From: Research on the mechanism and technology of close range coal seam support and roof cutting collaborative lane control

Serial number

Test piece

External diameter /mm

Thickness/mm

Length/mm

Length diameter ratio

Axial compressive bearing capacity/kN

Experimental specimen

1

SCL-1

83

5

1200

14.46

397.23

2

SCL-2

95

5

1200

12.63

512.16

3

SCL-3

108

5

1200

11.11

650.24

4

SCL-4

121

5

1200

9.92

802.29

Field sample selection

5

SCL-5

194

10

2600

13.40

2066.45

6

SCL-6

219

10

2600

11.87

3907.82

7

SCL-7

299

10

2600

8.70

4624.37

8

SCL-8

325

10

2600

8.00

5395.92