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Safety of Steel Arch Support Operation During Rock Bursts Under Explosive Atmosphere Conditions


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Figure 1

Setup for testing straight and arching sliding joints (a) and picture of the test facility with an SV prop constructed from V32 sections (b).
Setup for testing straight and arching sliding joints (a) and picture of the test facility with an SV prop constructed from V32 sections (b).

Figure 2

Inspecting the emissivity e of the steel used to construct the V32 sections: (a) picture of the dryer with the sections; (b) thermal image.
Inspecting the emissivity e of the steel used to construct the V32 sections: (a) picture of the dryer with the sections; (b) thermal image.

Figure 3

Courses of sliding joint static load capacity Fs: (a) SV32 – two SDO32W shackles, Md = 450 N m; (b) SV32t – three SDO32W shackles, Md = 500 N m.
Courses of sliding joint static load capacity Fs: (a) SV32 – two SDO32W shackles, Md = 450 N m; (b) SV32t – three SDO32W shackles, Md = 500 N m.

Figure 4

Pictures of sliding joints in an SV32t prop (three shackles in the joint).
Pictures of sliding joints in an SV32t prop (three shackles in the joint).

Figure 5

Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b).
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b).

Figure 6

Course of joint force and maximum temperature at an impact velocity vp = 2.45 m/s (a) and joint thermal image (b).
Course of joint force and maximum temperature at an impact velocity vp = 2.45 m/s (a) and joint thermal image (b).

Figure 7

Course of joint force and maximum temperature at an impact velocity vp = 2.79 m/s (a) and joint thermal image (b).
Course of joint force and maximum temperature at an impact velocity vp = 2.79 m/s (a) and joint thermal image (b).

Figure 8

Arching sliding joint (a, c), course of joint force and maximum temperature at an impact velocity vp = 0.55 m/s (b), and joint thermal image (d).
Arching sliding joint (a, c), course of joint force and maximum temperature at an impact velocity vp = 0.55 m/s (b), and joint thermal image (d).

Figure 9

Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a), picture of an arching joint (b), and joint thermal image (c).
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a), picture of an arching joint (b), and joint thermal image (c).

Figure 10

SV32tw friction prop with four shackles: three shackles in the joint and one restraining shackle under the joint.
SV32tw friction prop with four shackles: three shackles in the joint and one restraining shackle under the joint.

Figure 11

Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b). 3 – lower shackle; 4 – restraining shackle.
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b). 3 – lower shackle; 4 – restraining shackle.

Result compilation of SV32t straight sliding joint tests under dynamic loading.

Test no. vp, m/s z, m Ec, J Nd, kN Tmax, °C
1 2.05 140 25,556 183 169.6
2 110 23,387 213
3 95 33,256 235
4 2.45 155 33,256 215 175.5
5 160 33,617 210
6 150 45,293 219
7 2.79 230 45,293 197 234.1
8 205 43,485 212
9 205 43,485 212
Average 211
Standard deviation 14
eISSN:
2083-831X
Language:
English
Publication timeframe:
4 times per year
Journal Subjects:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics