2020
DOI: 10.33271/mining14.03.001
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Underground monitoring as the best way of roadways support design validation in a long time period

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Cited by 39 publications
(27 citation statements)
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“…To test the effect of roadway support and observe the deformation law of surrounding rock during roadway expansion and repair, the support design is scientifically validated [36,38,39]. Figure 5 shows F22 mm L = 6300 mm spacing 1800 mm F22 mm L = 4300 mm spacing 1800 mm F22 mm L = 2400 mm spacing 900 mm anchor cable hydraulic mop anchor cable rock cable royalsocietypublishing.org/journal/rsos R. Soc.…”
Section: Monitoring Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…To test the effect of roadway support and observe the deformation law of surrounding rock during roadway expansion and repair, the support design is scientifically validated [36,38,39]. Figure 5 shows F22 mm L = 6300 mm spacing 1800 mm F22 mm L = 4300 mm spacing 1800 mm F22 mm L = 2400 mm spacing 900 mm anchor cable hydraulic mop anchor cable rock cable royalsocietypublishing.org/journal/rsos R. Soc.…”
Section: Monitoring Methodsmentioning
confidence: 99%
“…To test the effect of roadway support and observe the deformation law of surrounding rock during roadway expansion and repair, the support design is scientifically validated [ 36 , 38 , 39 ]. Figure 5 shows the monitoring locations in the test areas.…”
Section: Countermeasures For the Prevention And Control Of Typical Mines Prone To Rockburstmentioning
confidence: 99%
“…At all times, progress of human civilization has been followed by the increased production and consumption of power resources. According to the technological improvement, that makes us search for solution for all the mining-accompanied problems along with the solution of economic, ecological, and social issues [22,32,33].…”
Section: Development Of Joint Technologies For the Geoenergy Usage Based On Gas Hydrates Transformationmentioning
confidence: 99%
“…Existing studies [1,2,[19][20][21][22][23], note a tendency toward a decrease in the activity of the rock pressure anomalies action over time t that has passed since the end of the stope works. The parameters of anomalies in the borders of the protecting pillars substantially depend on the rheological phenomena of creep deformations and stresses relaxation; but there is one more important factor here -the process of shrinkage (consolidation) of previously collapsed rocks in the mined-out space under the geostatic pressure action.…”
Section: Problem Statement and Solutionmentioning
confidence: 99%