2020
DOI: 10.1155/2020/8847003
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Study on the Mechanism and Control of Rock Burst of Coal Pillar under Complex Conditions

Abstract: In order to explore the mechanism of coal pillar rock burst in the overlying coal body area, taking W1123 working face of Kuangou Coal Mine as the engineering background, the full mining stage of W1123 is simulated by FLAC3D. It is found that the high stress concentration area has appeared on both sides of the coal pillar when W1123 does not start mining. With the advance of the working face, the high stress concentration area forms X-shaped overlap. There is an obvious difference in the stress state between t… Show more

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Cited by 13 publications
(10 citation statements)
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References 19 publications
(19 reference statements)
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“…The construction scheme can be described as follows: (1) after the installation of the KHYD75 rock drilling machine (Jining Zhuoli Mining Equipment Co. Ltd.), blasting drilling was conducted to the predesignated position [20], (2) next is installing the explosives into the drilling holes, connection and debug of the explosive leads, the hole-sealing device, and the high-pressure pump-opening the pressure test device, injecting of water before starting the monitoring instrument, increasing the water pressure slowly, and 9 Geofluids stopping the pumping when the pressure reaches 2 MPa as shown in Figure 10, and (3) finalizing the placement of safety device and monitoring system and initiating and completing the blasting were done (Figure 11) [21,22].…”
Section: Blasting Crack Linementioning
confidence: 99%
“…The construction scheme can be described as follows: (1) after the installation of the KHYD75 rock drilling machine (Jining Zhuoli Mining Equipment Co. Ltd.), blasting drilling was conducted to the predesignated position [20], (2) next is installing the explosives into the drilling holes, connection and debug of the explosive leads, the hole-sealing device, and the high-pressure pump-opening the pressure test device, injecting of water before starting the monitoring instrument, increasing the water pressure slowly, and 9 Geofluids stopping the pumping when the pressure reaches 2 MPa as shown in Figure 10, and (3) finalizing the placement of safety device and monitoring system and initiating and completing the blasting were done (Figure 11) [21,22].…”
Section: Blasting Crack Linementioning
confidence: 99%
“…A deformation model needs to be developed with relationships linking rock mass data, distance to undercut front, mining depth, relative position of the mining activity and the type of researched roadway, geotechnical indexing, support pattern, etc. (Fernandez et al, 2012;Jones et al, 2019;Lai et al, 2020). In the Malmberget mine, blast-instrument vectors were established in a spherical coordinate system to represent the spatial geometric relationship between mining blast and monitoring instrument.…”
Section: Introductionmentioning
confidence: 99%
“…The fracture structure of the overlying strata induced by deep mining in SIETCS was significantly different from the fracture induced by shallow mining. The risk of dynamic disasters was increased [7,8], and the difficulty of prevention and control was markedly increased, which directly affects the safe mining of the working face and the stable and effective supply of energy. Therefore, it is urgent to further improve the techniques for prediction and prevention of dynamic disasters in mines.…”
Section: Introductionmentioning
confidence: 99%