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Figure 1
Roof-rock delamination detection system; a) Components; b) longitudinal cross-section; ribbed rod; 2 – cord; 3 – Bakelite plates or (like) Bakelite ; 4 – sleeve with bars welded on it; 5 – nut; 6 – resin cartridge; 7 – bolt hole.
Figure 2
Roof-bolt load sensors; a) mechanical; b) electronic; c) operating principle of rock bolt loading indicator resulting from load increasing; r – delamination, h – subsidence, Q – load.
Figure 3
An example of SAS configuration; a) block diagram, 1 – acoustic-vibration transmitter; 2 – amplifier; 3 – conditioner; 4 – acoustic-vibration receiver; 5 – measurement and control block; 6 – monitored component; b) sensor configuration in the LabVIEW program.
Figure 4
Strength tests of concrete cube specimens; a) the Controls Automax5 strength testing machine; b) specimens after compressive and tensile testing.
Figure 5
Test stand setup; a) split cylinder filled with concrete mix; b) concrete block drilling; c) inserting the KE-3W expansion shell into the concrete block; d) applying prestress with a torque wrench.
Figure 6
Load and displacement behavior of the KE-3W expansion-shell bolt.
Figure 7
Dismantled concrete block with fixed KE-3W shells after tensile testing.
Figure 8
Measurement sensors of the traditional system and the SAS.
Figure 9
Load and frequency behavior of the expansion-shell bolt with a length of 1.82 m.
Figure 10
Displacement and frequency behavior of the expansion-shell bolt with a length of 1.82 m.