Abstract:In coal mining, the rockburst intensity triggered by the mine earthquake is often greater in the mining area, and the precursor information is more difficult to capture. In this paper, this kind of rockburst is called shock-type rockburst and studied as the research object. Based on the evolution process and the theoretical model of the carrier system, the energy criterion of the occurrence of shock-type rockburst was deduced based on the theories of mathematics and statistical physics. The results showed that… Show more
“…Te complex and changeable engineering efect was caused by mining in stope. Te mechanical balance system consisting of the coal seam, roof, and foor are always changing when the working face is advancing [14,15]. Such as the advance support pressure, lateral pressure, and height of overlying rock of three zones were changed when the working face mining.…”
The corresponding engineering effects are inevitable and occurred when the coal mines working face mining. The main manifestations are distribution of mining stress and fracture of overlying rock seams. The mining effects play a controlling role in the occurrence of dynamic disasters such as disastrous coal mine earthquakes and rock bursts. In view of this, taking No. 1305 working face mining of Dongtan coal mine for background, the distribution and transfer characteristics of mining stress in working face and fracture characteristics of roof rock formation were studied by theoretical analysis, numerical simulation, and microseismic monitoring. The change mechanism of stress, strain, strain rate, and energy of rock mass in the process of coal mine earthquake gestation was expounded by the Burgers mechanical model. The results show that the microseismic hypocenters are mainly concentrated near the increasing pressure zone and the fractured zone. The hypocenter first gathered at the main roof, and then, it gradually developed upward and returns to the main roof after mining. The distribution of microseismic frequency and advanced support pressure is basically consistent. The microseismic energy peak value area with respect to the support pressure peak value area often presented a certain lag. The relationship of empirical formula is inferred as
Y
E
=
M
E
+
∆
d
. The overlaying rock caving zone and fractured zone with height of 37.8 m and 95 m, respectively, were revealed by microseismic monitoring. It is 8.4% larger than the numerical result. It shows that the prediction results of overlying rock fracture height based on the distribution of large energy hypocenter points is well applied in the field, and the operations are simple and intuitive.
“…Te complex and changeable engineering efect was caused by mining in stope. Te mechanical balance system consisting of the coal seam, roof, and foor are always changing when the working face is advancing [14,15]. Such as the advance support pressure, lateral pressure, and height of overlying rock of three zones were changed when the working face mining.…”
The corresponding engineering effects are inevitable and occurred when the coal mines working face mining. The main manifestations are distribution of mining stress and fracture of overlying rock seams. The mining effects play a controlling role in the occurrence of dynamic disasters such as disastrous coal mine earthquakes and rock bursts. In view of this, taking No. 1305 working face mining of Dongtan coal mine for background, the distribution and transfer characteristics of mining stress in working face and fracture characteristics of roof rock formation were studied by theoretical analysis, numerical simulation, and microseismic monitoring. The change mechanism of stress, strain, strain rate, and energy of rock mass in the process of coal mine earthquake gestation was expounded by the Burgers mechanical model. The results show that the microseismic hypocenters are mainly concentrated near the increasing pressure zone and the fractured zone. The hypocenter first gathered at the main roof, and then, it gradually developed upward and returns to the main roof after mining. The distribution of microseismic frequency and advanced support pressure is basically consistent. The microseismic energy peak value area with respect to the support pressure peak value area often presented a certain lag. The relationship of empirical formula is inferred as
Y
E
=
M
E
+
∆
d
. The overlaying rock caving zone and fractured zone with height of 37.8 m and 95 m, respectively, were revealed by microseismic monitoring. It is 8.4% larger than the numerical result. It shows that the prediction results of overlying rock fracture height based on the distribution of large energy hypocenter points is well applied in the field, and the operations are simple and intuitive.
“…It mainly studied about the hard roof type coal mine earthquake in references [22][23][24][25][26][27][28][29]. Te large overburden area easily produced a strong dynamic load and induced rock burst after breaking hard roof in references [22,23].…”
Section: Introductionmentioning
confidence: 99%
“…It mainly studied about the hard roof type coal mine earthquake in references [22][23][24][25][26][27][28][29]. Te large overburden area easily produced a strong dynamic load and induced rock burst after breaking hard roof in references [22,23]. Te occurrence mechanism of rock burst under the control of thick conglomerate and thrust fault was analyzed in references [24,25].…”
The occurrence regularity of the coal mine earthquake under the influence of hard roof, fault, and mining was studied by theoretical analysis, field investigation, and monitoring data analysis for the phenomenon of rock burst induced by coal mine earthquakes. The dissipation characteristics of coal mine earthquake energy propagation considering a hypocenter scale were described, and the coal mine earthquake response characteristics were analyzed. The two principles of rock burst induced by hard rock fractured type coal mine earthquakes and the three principle of rock burst induced by fault were described. Based on this, the unified mechanism rock burst induced by different types of coal mine earthquakes was proposed. The results show that the microseismic energy increases sharply and decreases sharply when mining in the fault area. The amplitude and frequency of support resistance increased before and after the heavy coal mine earthquake occurred. The periodic characteristics of the coal mine earthquake in the 43upper 13 working face of the Dongtan coal mine show that there are 50 m small periods within 100 m large periods. The multiparameter field monitoring can make it possible for instantaneous capture of the coal mine earthquake dynamic responses. The unified rock burst mechanism induced different types of coal mine earthquake and is the difference energy between the superposition energy of the rock burst source region and the energy consumed by coal-rock instability increases suddenly under the action of coal mine earthquakes. Meanwhile, the violent rock burst accident occurs when the stiffness condition is satisfied.
scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.