Study on Mechanism and Main Influencing Factors of Rockburst under Complex Conditions of Hard and Deep Overburden

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Introduction
Coal is the main primary energy in China and plays an irreplaceable role in the development of the national economy [1].However, with the increasing depth and production intensity of coal mining in China, the threat of rockbursts faced by coal mines is becoming increasingly serious [2].At present, there are more than 130 rockburst mines in China.In recent years, major rockburst accidents have occurred in Shandong Longyun Coal Mine (October 20, 2018), Jilin Longjiapu Coal Mine (June 9, 2019), Hebei Tangshan Coal Mine (August 2, 2019), Shandong Xinjulong Coal Mine (February 22, 2020), and Shaanxi Hujiahe Coal Mine (October 11, 2021), causing serious casualties and economic losses [3].Rockbursts have become one of the main dynamic disasters faced by deep coal mining in China [4,5].
Te mechanism of rockburst disasters is complex, and monitoring and warning are difcult.Onsite prevention and control must strictly follow the principle of "one mine, one policy.One side, one policy [6,7]."At present, a large number of scholars have conducted considerable research on the mechanism, monitoring and warning, and prevention measures of rockbursts.For example, Professor Dou Linming's team has introduced SOS microvibration monitoring technology from Poland and gradually achieved independent software and hardware development [8].Researcher Qi Qingxin proposed the "three factors" mechanism of rockburst after analyzing and studying the failure characteristics of typical rockburst mines [9].
Professor Pan Yishan proposed the energy criterion and disturbance impact criterion for the initiation of rockburst after analyzing the entire process of rockburst occurrence [10].Professor Jiang Fuxing's team proposed an energy dissipation index to evaluate the efectiveness of coal seam pressure relief and derived a quantitative calculation method for rockburst control drilling parameters based on the energy dissipation index [11].Kaiser's team proposed the support principle for rockburst tunnels and developed rockburst tunnel support design software [12].Mottahedi et al. obtained a probability prediction model and method for coal mine rockburst disasters through research, and Simser BP proposed a systematic prevention and management method for rockburst mines [13,14].On the basis of in-depth research by a large number of scholars, a relatively complete system for preventing and controlling rockbursts has been preliminarily established in the industry, which has basically achieved the prevention and control of coal mine rockbursts nationwide [15].However, due to the complexity of rockburst, there are still many problems such as "low efciency, poor safety, and high cost" in onsite prevention and control.Te fundamental reason for this is insufcient research on the key theories and diferences of rockburst occurrence mechanisms and prevention and control technologies in various mines [16,17].
Xinzhuang Coal Mine is a kilometer deep mine located in the Ningzheng mining area of China Huaneng Group, with a planned production capacity of 8 million tons per year.It is a typical rockburst mine.At present, the mine is still in the infrastructure construction period, and there is relatively little research on the prevention and control of rockbursts in the mine.Conducting relevant research during the mine construction period has extremely important practical signifcance for the current tunnel layout, excavation, and subsequent safety production guidance.Terefore, this paper focuses on the complex geological conditions of large burial depth, thick topsoil, and hard overburden in Xinzhuang Coal Mine and conducts research on the mechanism and main infuencing factors of rockburst occurrence in the mine, in order to provide theoretical reference for the prevention and control of rockburst in the mine and similar mines.Based on the mining experience of neighboring mining areas (such as Binchang Mining Area and Linbei Mining Area), the mining in this area is facing a serious threat of rockburst disaster.Terefore, it is necessary to start researching and formulating corresponding prevention and control measures as soon as possible.Tis study is the initial stage of research on the prevention and control of rockbursts in Xinzhuang Coal Mine, including the mechanism and main infuencing factors.At the current research stage, due to the infuence of mine construction and mining plans, there is a lack of a large amount of research data support.Terefore, a preliminary analysis of the infuencing factors can only be conducted from a macroperspective.Based on this study, a preliminary plan for mine erosion prevention can be formulated, and in the subsequent actual mining process, it can be gradually explored and optimized to form a complete prevention and control system.

Overview of Mine Engineering
2.1.Overview of Xinzhuang Coal Mine.Te Ningzheng mining area of Huaneng Group is located in the southern exploration area of Ningxiang County, including two trial productions and under construction mines: Hetaoyu Coal Mine and Xinzhuang Coal Mine.Te planned annual production capacity of both mines is 8 million tons per year, and the minefeld relationship plan is shown in Figure 1.Te mining area is a concealed and fully covered coal feld with quaternary strata, and the burial depth of coal-bearing strata is generally below 700 m.Te Yan'an Formation in the mining area contains three minable coal seams: coal 2, coal 5, and coal 8, which are located in the upper, middle, and lower coalbearing sections of the Yan'an Formation from top to bottom.Coal 2 and coal 5 are relatively stable minable coal seams in the minable area.Judging from the entire mining area, they are unstable locally minable coal seams.Coal 8 is a relatively stable main minable coal seam in the entire area and is also the frst designed coal seam for the two mines in the mining area.
Te Xinzhuang minefeld is approximately 20.0 km long from east to west, 7.6-12.5 km wide from north to south, and covers an area of 206.2823 km 2 .Among them, the mining elevation of Xinzhuang Coal Mine is −40∼+300 m, the ground elevation is +1121.6m, the mining depth is up to kilometers, and the ground pressure is high.Te rock strength of the coal seam roof and foor is low, and the rock is prone to deformation.Te resulting cracks cause groundwater infltration, leading to a further reduction in rock strength and poor overall stability of the surrounding rock.Te main roadway has a large length and cross-section, making support difcult.
Te Xinzhuang Coal Mine mainly mines coal 8 layer, located in the frst section of the Yan'an Formation.Te layers are stable, with a burial depth of 653.97∼1248.78m, a minable thickness of 0.88∼27.42m, and an average thickness of 8.71 m.Te coal-bearing area is 166.16 km 2 , the minable area is 158 km 2 , and the estimated resource area is 157.14 km 2 .Te ultrathick coal seams are mainly distributed in the axis of the Xinzhuang syncline and Qiaojiamiao syncline, with thick coal seams, medium-thick coal seams, and thin coal seams distributed symmetrically along the two wings of the syncline.Te minable area accounts for 95% of the coal seam distribution area and 77% of the minefeld area.
In addition, from the construction situation of adjacent mines such as Hetaoyu Coal Mine and Gaojiapu Coal Mine, it can be seen that after entering the production stage, the mine in this area is prone to deformation such as roof fall and foor heave in the bottom parking lot and main roadway due to high ground pressure (shown as Figure 2).Te Xinzhuang and Hetaoyu minefelds are adjacent, with similar geological and coal seam occurrence conditions.It is expected that the mine will also face similar problems after production.  2 and 3, respectively.According to the "National Standard of the People's Republic of China-Determination of Rockburst Tendency Standard" (GB/ T25217.1-2010), it can be seen that the coal 8 layer has a weak rockburst tendency, coal 8 roof has no rockburst tendency, and the coal 8 foor has a weak rockburst tendency [18].

Analysis of Comprehensive Disaster Causing Factors
Te geological conditions of Xinzhuang Coal Mine are complex, with the most prominent features being large burial depths and hard overlying rock.Te large burial depths directly lead to high ground stress in the surrounding rock of the tunnel, while the hard overlying rock can easily cause a suspended roof in the goaf after mining, making it

Shock and Vibration
difcult for the roof to collapse after mining and causing a signifcant disturbance during the collapse.High ground stress and strong collapse disturbance bring great possibilities for the occurrence of rockbursts.
During the tunneling of the main roadway in panel 1 of Xinzhuang Coal Mine, there have been many strata pressure appearances, especially in the area near the intersection of the roadway and tectonics.Te preliminary statistics are shown in Table 4.In addition to the locations where the mine pressure appears in the table, there are also slight foor heaves in other tunnels, posing a threat to the safety of mine production and the lives and property of workers.Although Xinzhuang Coal Mine has taken a series of measures to monitor and prevent mine pressure and has achieved certain results, forming a relatively systematic method for monitoring and controlling strong mine pressure is difcult.However, due to the unique nature of the mine structure, mine pressure manifestations still occur frequently.It is urgent to analyze the infuencing factors of rockbursts and propose targeted control technologies [19,20].Terefore, according to engineering experience and statistical judgment, based on the "Detailed Rules for the Prevention and Control of Coal Mine Rockburst" and the "Interim Measures for the Appraisal of Rockburst Mines" of China, this section frst analyzes the infuencing factors of rockburst during the excavation of the main roadway in Xinzhuang Coal Mine.

Analysis of Disaster Factors Caused by Mining Depth.
Based on the exploration drilling data of Xinzhuang Coal Mine, a contour map of the buried depth of the coal 8 layer is summarized and analyzed, as shown in Figure 3.
Under the condition of large burial depth, the self-weight stress feld is signifcant and the important component in the infuence of static load is the original rock stress feld.Te stress feld of the original rock, which is not disturbed by the mining project before the mining activities, is carried out, mainly formed by the self-weight stress feld formed by the self-weight of the coal and rock mass and the tectonic stress feld generated by the tectonic movement.Te self-weight stress feld is mainly determined by the mining depth.As the mining depth increases, the self-weight stress in the coal seam increases and the elastic energy accumulated in the coal rock mass also increases, thereby increasing the possibility of rockburst disasters [21,22].
According to the existing research results, the initial mining depth of rockburst is [23] as follows: where R c is the uniaxial compressive strength of coal, c is the density of coal, K 0 represents the coefcient, which is greater than 1, C � (1-2 μ) (1 + μ) 2 /(1-μ) 2 , and μ stands for Poisson's ratio.
Based on the physical and mechanical properties of coal and rock in Xinzhuang Coal Mine (R c ≈ 14 MPa, c = 1.39 × 10 3 kg/m 3 , K 0 = 3, μ = 0.47, C = 0.46), the initial mining depth of rock burst is approximately calculated (H � 445 m).
Te burial depth of the coal 8 layer in Xinzhuang Coal Mine is 653.97∼1248.78m, which is in the stage of a sharp increase in the probability of rockburst occurrence.Te impact of mining depth factors on the rockburst risk in Xinzhuang Coal Mine cannot be ignored.

Coal Seam Tickness.
Te compressive strength and deformation characteristics of coal seams and rock layers are diferent, so the bearing capacity of thicker areas of coal seams is weaker, while the bearing capacity of thinner areas  Shock and Vibration of coal seams is stronger.Tis also leads to changes in the distribution of in-situ stress in areas where coal seam thickness changes, and uneven stress distribution is one of the causes of impact disasters.Te risk level of rockburst disasters is closely related to the thickness and changes of coal seams: the thicker the coal seam, the greater the risk of impact disasters.At the same time, areas with sudden changes in coal seam thickness are often prone to rockbursts due to increased support pressure [24].Te maximum thickness of the coal 8 seam in Xinzhuang Coal Mine has reached over 20 m, with an average thickness of 8.50 m.It belongs to an extremely thick coal seam, so the infuence of coal seam thickness on strong mining pressure cannot be ignored.
In addition, the infuence of changes in coal seam thickness on the formation of strong rock pressure is often more important than the thickness itself.At locations with changes in thickness, strong rock pressure is often prone to occur, as the support pressure in these areas increases.Te infuence of diferent changes in the local thickness of coal seams on the stress feld is as follows [25,26].
(1) Te efects of local thinning and thickening of coal seam thickness are diferent.When the thickness of the coal seam is thinned locally, the vertical crustal stress will increase in the thin part of the coal seam.When the thickness of the coal seam locally thickens, the vertical crustal stress will decrease in the thick part of the coal seam, while the vertical crustal stress will increase in the normal thickness part on both sides of the thick part of the coal seam.Moreover, local thinning and thickening of coal seams result in varying degrees of stress concentration.(2) Te more severe the change in coal seam thickness, the higher the degree of stress concentration.(3) When the coal seam becomes thinner, the shorter the thinning part, the greater the stress concentration coefcient.(4) Te degree of stress concentration in the local variation area of coal seam thickness is related to the diference in elastic modulus between the coal seam and the roof and foor, that is, the larger the diference, the higher the degree of stress concentration.
Te Xinzhuang Coal Mine mainly mines the coal 8 layer, and its thickness and changes are shown in Figure 4.According to the contour map of the thickness of the coal 8 layer, the thickness mainly varies within the range of 1.5∼23 m.Overall, the change in coal thickness is relatively gentle, but in some areas, especially in folded areas, the thickness of coal seams varies signifcantly.Specifc areas include the Qiaojiamiao syncline area west of the main roadway in panel 1, the area near the boundary of the southeast panel in panel 2, and the Liubao anticline area in the east of the fourth panel.Te stress concentration in areas with drastic changes in coal seam thickness is relatively high.In the subsequent process of a roadway or working face layout, consideration should be given to avoiding these areas or taking corresponding measures to reduce the stress concentration in the surrounding coal and rock masses.Te distribution of fold structures in Xinzhuang Coal Mine is shown in Figure 5. From the fgure, it can be seen that the Xinzhuang Coal Mine is located in a folded structure area as a whole, with a total of 5 large folds, each consisting of two uplifts or depressions.Te dip angles of the two wings of the anisotropic anticline are extremely gentle, generally around 4-5 °, and the strike of each fold axis is in an inverse "S" shape.Te vicinity of each fold structure area is prone to rockburst disasters.
Te overview of 5 folds is as follows:  Shock and Vibration

Hard Overlying Rock.
Te breeding and development of rockburst is a complex nonlinear process, but its physical essence is the transformation of energy [27].Te fracture of the overlying high roof in the mining area and the vibration energy generated during the fracture process are often one of the important factors causing the occurrence of rockburst disasters.Te thicker and harder the overlying rock layer, the less energy loss caused by the downward propagation of fractures, and the greater the elastic energy accumulated by the coal and rock below, resulting in a higher risk of rockburst.After excavation activities, the stress in the surrounding rock redistributes.Before the cantilever beam of the hard roof is broken, the suspended area continues to increase and the roof continuously accumulates energy.Also, before the occurrence of rockburst disasters, the surrounding rock is in a state of ultimate equilibrium in the static stress feld.When the mining disturbance occurs in the coal mine, the new disturbance stress produces a dynamic load efect on the coal and rock mass in the limit equilibrium state.Under the coupling superposition of the mining disturbance load and the crustal stress static load, the stress superposition result exceeds the critical bearing value of the coal and rock strata, reaching the critical load for the occurrence of coal and rock dynamic disasters, inducing the plastic failure of the coal and rock mass, and leading to the occurrence of roof dynamic disasters.

Impact of Distance between Hard Overlying Rock and
Coal Seam on Rockburst.Due to the attenuation of underground energy transmission, the impact of near-feld hard overburden fracture on the roadway under the same energy release is much greater than the impact of far-feld hard overburden fracture on the roadway.Terefore, this study combines the frequency and energy of microseisms to analyze the impact of the rockburst on the hard rock layer above the coal seam with a thickness of over 10 m.
From Figure 6, it can be seen that the distance between the frst layer of thick and hard rock above the coal seam (with a thickness of over 10 m) in the area where the main roadway is located mostly within 40 m to the coal seam, and in some areas, it is even less than 20 m.Te distance between the hard overlying rock and the coal seam has a signifcant impact on the rockburst risk of Xinzhuang Coal Mine.

Impact of Hard Overburden Tickness on Rockburst.
According to existing conclusions, the thick and hard rock layers overlying the coal body have a signifcant impact on the rockburst.According to the statistical results of relevant drilling data, the thickness distribution contour map of the frst sandstone layer with thickness greater than 10 m from the upper coal 8 layer is drawn in Figure 7.As shown in the fgure, the thickness of the overlying thick sandstone in Xinzhuang Coal Mine is mostly close to 20 m and the thickness of the overlying thick sandstone in some areas can reach up to 40 m.Terefore, the thickness of the hard overlying rock in the upper part of coal 8 in Xinzhuang Coal Mine has a signifcant impact on the risk of rockburst.

Tunnel Excavation. Te disaster process of Xinzhuang
Coal Mine is mainly infuenced by the superposition of dynamic and static loads, so the impact of excavation activities is the main part [28,29].Te dynamic load disturbance caused by excavation causes a redistribution of stress in the coal and rock mass, thereby afecting the original rock stress feld.Te static load efect of the supporting stress feld is superimposed, and then under the disturbance of excavation strength and dynamic load, rockburst disasters occur.Te following is an analysis of these infuencing factors in combination with onsite mine pressure monitoring and mine pressure activity.
At present, the underground construction of Xinzhuang Coal Mine is still in the development stage.A total of 8 SOS single-component microseismic sensors (SOS-U7) are arranged underground.With the later development of the mine, the number of microseismic sensors will gradually increase to ensure production safety.Te layout plan of the existing microseismic sensors in the mine is shown in Figure 8.
With the progress of excavation activities, the mining pressure is in a constantly unstable and stable cycle, and unreasonable excavation intensity can easily disrupt this equilibrium state, leading to rockbursts.Tis section selects microseismic data (>10 3 J) from December 2020 to March 2021 in the main roadway area of the frst panel of Xinzhuang Coal Mine for analysis, combined with monthly excavation footage.Te evolution diagram is shown in Figures 9-12 (the circles 1-7 in the fgure represent the area where the excavation head is located.Te particles represent energy events with vibration energy greater than 10 3 J: the blue particles represent energy events between 10 3 J and 10 4 and the yellow particles represent energy events greater than 10 4 J.).
December 2020: the footage of area 1 is 87 m, area 2 is 76.9 m, area 3 is 124.5 m, area 4 is 45.2 m, area 5 is 158.8 m, area 6 is 72 m, and area 7 is 65.5 m.Te total monthly footage is 629.9 m, with an average daily footage of 20.3 m.During this period, microseisms with energy greater than 10 3 J occurred 36 times, with an average of 0.057 times per meter and 1.16 times per day.
January 2021: the footage of area 1 is 69.3 m, area 2 is 201.8 m, area 3 is 154 m, and area 4 is 85 m.Te total monthly footage is 510.1 m, with an average daily footage of 16.45 m.During this period, a total of 51 microseisms with energy greater than 10 3 J occurred, with an average of 0.099 high energy (>10 3 J) microseisms per meter of footage and an average of 1.65 high energy microseisms per day.
February 2021: the footage of area 1 is 12.1 m, area 2 is 87.5 m, area 3 is 11.5 m, area 4 is 21 m, and area 5 is 16.9 m.Te total monthly footage is 149 m, with an average daily footage of 5.3 m.During this period, a total of 31 microseisms with energy greater than 10 3 J occurred, with an average of 0.208 high energy (>10 3     From the abovementioned statistics, it can be seen that during the tunneling of the main roadway in the panel 1 area of Xinzhuang Coal Mine, the microseismic activity basically occurs near the excavation head, and it is easy to have large energy microseismic events when the heading head and the tectonics area are in the same area.At the same time, a certain distance should be maintained between multiple excavation heads to avoid overlapping dynamic load disturbances.In summary, it can be concluded that the excavation strength has a signifcant impact on the occurrence of rockbursts in Xinzhuang Coal Mine.

Quantification of Rockburst Factors
Tere are various factors that afect rockburst during tunnel excavation, including geological conditions such as coal seam thickness, burial depth, and fold structure, as well as excavation technology conditions such as excavation speed and excavation method.From the analysis of local areas, there are geological conditions such as local fault structures and collapse columns, as well as technical conditions such as roadway layout and coal pillar retention.At present, Xinzhuang Coal Mine is carrying out excavation work for the main roadway of panel 1.Terefore, starting from the actual engineering background, this chapter quantifes the factors afecting rockbursts from the overall analysis during the excavation period of the main roadway.

Analysis of the Main Infuencing Factors on the Impact of
Roadway Excavation.Four geological infuencing factors, including burial depth, fold structure, coal seam thickness and its changes, and hard overlying rock, as well as technical infuencing factors such as roadway layout and excavation strength, were selected in the main roadway area of panel 1 of Xinzhuang Coal Mine, and a distribution cloud map of each factor was drawn.

Burial Depth.
As shown in Figure 13, the burial depth of the main roadway in panel 1 of Xinzhuang Coal Mine is between 690 and 900 m and the burial depth of the seismic distribution area is between 760 and 810 m.Compared with the overall burial depth of Xinzhuang Coal Mine, the burial depth of the mining pressure manifestation area is relatively small.At the same time, from the spatial distribution characteristics of microseisms, it can be seen that there is no obvious correlation between the distribution of mining earthquakes in this area and the burial depth, so the burial depth factor in this area has a relatively small impact on the rockburst.
In addition, for the three areas where the mining pressure is more obvious, the burial depth range is between 760 and 820 m, which is relatively small compared to the overall burial depth of the main roadway area.Moreover, the distribution of mining earthquakes in this area is not signifcantly correlated with the burial depth.Terefore, it can be considered that the infuence of burial depth factors on the mining pressure in this area is relatively small.4.1.2.Fold Structure.Te fold structure in the main roadway area of panel 1 is relatively developed, and there are three fold structures with diferent curvatures, namely, the S6 syncline, S7 anticline, and Qiaojiamiao syncline, located in the west, east, and north of the main roadway.Among them, the S6 syncline is nearly parallel to the direction of the main roadway and closest to it.Considering the complexity of the superposition of infuencing factors, the fold distribution has been simplifed.Figure 14 shows the distribution of regional fold structures and the positioning cloud map of high-energy mining earthquakes (>10 4 J).Te positioning results indicate that mining earthquakes are frequent near the S6 syncline axis and the distribution of mining earthquakes is negatively correlated with the distance from the S6 syncline axis.Compared with the infuence of the S6 syncline structure, the infuence of the other two-fold crankshafts on the distribution of mining earthquakes is relatively light.Overall, the fold structure has a signifcant impact on the rockburst risk during the excavation of the main roadway.
From Figure 14, it can be seen that the S6 syncline axis parallel passes through the corresponding mining pressure display area of the 3∼4 connecting tunnels.Te distance between the mining pressure display area of the 2∼3 connecting tunnels and the S6 syncline is 4∼270 m, which is easily afected by the S6 syncline.Te 6∼7 connecting alley is almost vertically crossed by the Qiaojiamiao syncline, and the stress concentration in these areas is high due to the infuence of the fold structure.Terefore, the fold structure is an important reason for the occurrence of mineral pressure in this area.

Coal Seam Tickness and Its Changes.
Figure 15 shows the cloud map of the occurrence of coal seam thickness in the main roadway area of panel 1.It can be seen that the variation of coal seam thickness in the area is relatively uniform, with coal seam thickness ranging from 2 to 12 m.According to statistics, the distribution of mining earthquakes in areas with coal seam thickness greater than 10 m accounts for 23.9% (34 occurrences) of the total number of mining earthquakes, with the focus mainly on the 4# connecting roadway.Te distribution of mining earthquakes in areas with a coal seam thickness of 5-10 m accounts for 47.8% (68 occurrences) of the total number of mining earthquakes.Te distribution is relatively concentrated in the connecting roadway, while the distribution of mining earthquakes in areas with a coal seam thickness of less than 5 m accounts for 28.3% (40 occurrences) of the total number of mining earthquakes.Te distribution of mining earthquakes is concentrated in the intersection area of the underground parking lot roadway.Overall, mining earthquakes are distributed in various coal-thickness regions, and their proportions are relatively close.Terefore, it can be seen that the infuence of coal seam thickness and Shock and Vibration changes in mining earthquakes or rockbursts in diferent regions is not signifcantly diferent and its relationship with the distribution of mining tremors is not signifcant.
From Figure 15, it can be seen that the coal seam thickness in the three areas with obvious rock pressure manifestation is relatively large, ranging from 8 to 12 m.However, the coal seam thickness changes in this area are relatively gentle, and there is no signifcant change in thickness.For thick coal seams, as the thickness of the coal seam increases, the likelihood of rockburst damage occurring in front of the working face gradually increases.Terefore, it can be considered that the thickness of coal seams has a certain impact on the occurrence of rock pressure in the area.

Hard Overlying Rock.
Figure 16 shows a cloud map of the thickness of hard rock layers with a thickness >10 m in the main roadway area of panel 1.Te thickness range of the overlying hard rock layers in the area is 12-21 m, and the thickness range of the overlying hard rock layers in the mining earthquake coverage area is 14-18 m.From Figure 15, it can be seen that the distribution of mining earthquakes does not exhibit a certain regularity with the variation of the thickness of the overlying hard rock layers.
Figure 17 shows the cloud map of the distance between the hard rock layer with a thickness >10 m and the coal 8 in the main roadway area of panel 1.It can be seen from the fgure that during this period, the distribution of mining earthquakes in the main roadway area of panel 1 shows a negative correlation with the distance between the overlying thick sandstone and the coal seam, that is, as the distance between the coal seam and the overlying thick sandstone decreased, the occurrence of mining earthquakes became increasingly dense and frequent.Terefore, the rockburst risk of the overlying thick sandstone layer on the main roadway area of panel 1 is relatively obvious.
From Figures 16 and 17, it can be seen that the thickness of the overlying sandstone layer in the three areas where the rock pressure is more obvious is at an average level, ranging from 12 to 19 m.However, the distance between the coal 8 layer and the thick sandstone layer in this area is relatively high, mostly concentrated within 30 m, and some of the apparent positions are even within 20 m.By combining the distribution characteristics of mining earthquakes, it can also be seen that the distribution of high-energy mining earthquakes is mostly concentrated in these areas.Terefore, it can be considered that the distance between the overlying hard rock layer and the coal layer has a signifcant impact on the rock pressure behavior in this area.

Roadway Layout. Te main roadways in panel 1 of
Xinzhuang Coal Mine are all coal seam tunnels, among which the return air, auxiliary transportation, and adhesive tape tunnels are all arranged in the coal seam.Te design of the return air main tunnel is arranged along the coal seam roof, and the auxiliary transportation and adhesive tape main tunnels are arranged along the foor (the design of the tunnel foor leaves a 1.5 m thick coal skin).In the actual  construction process, due to the infuence of geological conditions and construction technical conditions, the thick bottom coal is often left in local areas.Te theoretical research and practice of rockburst indicate that when rockburst occurs, it is generally accompanied by severe foor heave and the retention of thicker bottom coal often promotes the occurrence of rockburst.For the surrounding rock of the roadway, the roof and roadway sides are generally supported, while the foor is generally unsupported, resulting in the foor becoming the weakest area of the roadway.When the rockburst pressure load acts on the surrounding rock of the tunnel, the energy will also break through from the weakest link, and this process will inevitably be accompanied by slow foor heave or sudden failure of the foor.It can be seen that the thickness of the bottom coal reserve in the fve main roadways mostly fuctuates within the range of 1.5∼2.5 m, with a relatively large thickness, and some areas even exceeding 4 m.Te main roadway area is  diferent from the solid coal area and the roof and foor area, and it has more intuitive observation conditions.Te main roadway area of Xinzhuang Coal Mine has experienced three occurrences of roadway damage caused by rock pressure manifestation, namely, the three failures counted in Table 4, which are also shown in the red border area in Figures 18-22.Te red border area in the fgure shows the thickness of the bottom coal reserve in the mining pressure display area, and it can be seen that thicker bottom coal is prone to instability and damage under mining earthquake disturbance, and there is a high risk of rockburst during the excavation process.23 and 24.Te excavation speed is the highest from April to May, with a maximum excavation volume of 1846.9 m within two months, averaging 30.8 m per day.In addition, the distance between the main tunnels of Xinzhuang Coal Mine is 50 m, and multiple excavation operations are prone to superimpose impacts, thereby increasing the risk of rockbursts.However, from the fgures, it can be seen that there is no signifcant positive correlation between excavation intensity and mining seismic activity.Trough analysis, the reason may be that there were fewer high-energy microseismic events during the excavation of the main roadway in panel 1 of Xinzhuang Coal Mine, especially during the period from December 2020 to May 2022, with only 17 high-energy events.Terefore, the data are susceptible to signifcant deviation and credibility is poor due to other factors.According to previous research, the dynamic load disturbance generated by excavation causes a redistribution of stress in the coal rock mass, thereby afecting the original rock stress feld.Te static load efect of the supporting stress feld is superimposed, and then under the dynamic load disturbance of excavation, rockburst disasters occur.Te dynamic load generated by excavation activities is often a starting factor for the occurrence of mining pressure.Terefore, the impact of the excavation strength of the main roadway in panel 1 on the rockburst risk cannot be ignored.

Steps of Analytic Hierarchy Process.
Based on the analysis of the infuencing factors of the rockburst mentioned above, it can be determined that the overall infuencing factors are coal seam burial depth, coal seam thickness, and hard overlying rock, while the local infuencing factors are excavation strength, fold structure, and roadway layout.Based on the infuence range and occurrence changes of various factors, the working face is divided into regions with local infuencing factors as the main factor and overall infuencing factors taken into account.By adopting a single hierarchical model structure, the model consists of a target C and n evaluation elements A 1 , . .., A n , and evaluators that belong to it [30,31].By using the 1∼9 scale method for relative comparison between each two elements, we construct a judgment matrix based on pairwise scale comparison as follows: By using AW � λ max W, we calculate the maximum characteristic root λ max and fnd its corresponding feature vector W, which is the ranking weight of each factor in the same layer corresponding to the relative importance of a certain factor in the previous layer.Ten, we perform consistency testing and fnally, obtain the weight matrix.
Usually we solve λmax and W using the square root method.First, we calculate the product M i of each row of elements and then calculate the n-th root of W i .We then normalize it to obtain W i and the weight vectors of each factor.Te calculation formula is as follows: ( (2) Consistency Check.After fnding the maximum feature root λ max , a consistency check is also required, as it is used to calculate the consistency ratio CR as follows: where n represents the order of the average judgment matrix and RI represents the average random consistency indicator.When CR < 0.1, it is generally believed that the consistency of the judgment matrix is acceptable, otherwise it is necessary to readjust the element weights to comply with the consistency test.

Area Division Based on Risk Factors. Te division results of the main roadway area in panel 1 of Xinzhuang
Coal Mine are shown in Figure 25, and the main division basis is as follows: (1) Zone I is mainly afected by the burial depth of coal seams, roadway layout, excavation strength, and thick sandstone layers.Tis area is the underground parking lot area, with a burial depth of 760-800 m.Te tunnels intersect more vertically and horizontally, and the distance between multiple excavation heads is closer, resulting in stronger disturbance efects and easier triggering of rockbursts.Te thickness of the overlying sandstone layer in this area is about 18 m, which is relatively thick.Terefore, the vicinity of the well-bottom parking lot is divided into zone I. (2) Zone II is mainly afected by the burial depth of coal seams, roadway layout, excavation strength, fold structure, close-range sandstone layers, and thick sandstone layers.Tis area is the main area of fve main roadway layouts, with burial depths ranging from 750 to 810 m.Except for two central return air main roadways that are excavated along the coal seam roof, the other three main roadways are all excavated along the coal seam foor, with high excavation intensity.Since the distance from the fold crankshaft is 0-20 m, the thickness of the overlying sandstone layer in this area is 15-21 m, and the Shock and Vibration distance between the coal 8 layer and the thick sandstone layer is 30-80 m, so this area is divided into zone II.(3) Zone III is mainly afected by the burial depth of coal seams, roadway layout, excavation strength, closerange sandstone layers, thick sandstone layers, and folded structures.Te burial depth is between 750 and 880 m, and the tunnels intersect more.Te thickness of the overlying thick sandstone layer is 12-17 m, and the distance between the coal 8 layer and the thick sandstone layer is 15-70 m.Te distribution of mining earthquakes has decreased compared to the other two areas, and this area is classifed as zone III.

Quantifcation of Risk Factor Weights.
Based on the correlation between the infuencing factors in each area and the distribution of mining earthquakes, as well as the comparison scaling criteria by using the analytic hierarchy process, a judgment matrix for the infuencing factors in each region is provided (shown in Tables 5-7).Zone I judgment matrix can be calculated to λmax = 4.010358937, CI = 0.003452979, RI = 0.89, CR = 0.0 03879752 < 0.1.Calculation result is meeting the consistency test, then the weight matrix of coal seam burial depth, sandstone layer thickness, roadway layout, and excavation strength is W = [0.141,0.141, 0.263, 0.455].
By using the analytic hierarchy process combined with the microseismic activity of the main roadway in panel 1 of Xinzhuang Coal Mine, the weight diferences of the risk main control factors in diferent areas were quantitatively analyzed.Te research fndings are as follows: (1) Te analysis shows that the main control factors of rockburst risk in Xinzhuang Coal Mine include coal seam burial depth, coal seam thickness, sandstone layer thickness, distance between thick sandstone layers, roadway layout, fold structure, and excavation strength.Te area of rock pressure manifestation is mainly afected by fold structure, coal seam thickness, distance between thick sandstone layers, roadway layout, and excavation strength.(2) Te risk factors in diferent mining areas and the distribution of microseisms during the mining process were used to classify the risk areas.Te main roadway area was divided into three sections: zone I is the bottom yard area, zone II is the main area of the main roadway, and zone III is the end area of the main roadway.(3) Te analytic hierarchy process was used to determine the weight of the risk factors within the divided impact hazard areas, and the main control factors for impact hazards are determined as follows: Zone I: it is mainly afected by the depth of coal seam burial, thickness of the sandstone layer, roadway layout, and excavation intensity.By comparing the weight diferences of these four infuencing factors, it can be seen that the excavation intensity has the strongest impact on the distribution of mining earthquakes.Terefore, the main controlling factor in this area is excavation intensity.
Zone II: it is mainly infuenced by the burial depth of coal seams, thickness of sandstone layers, distance between thick sandstone layers, roadway layout, excavation strength, and fold structures.By comparing the six infuencing factors with the correlation between the distribution of mining and earthquakes, it can be concluded that fold structures have the strongest impact on the distribution of mining earthquakes.Terefore, the main controlling factor in this area is fold structures.
Zone III: it is mainly infuenced by the burial depth of coal seam, thickness of sandstone layer, fold structure, distance between thick sandstone layers, roadway layout, and excavation intensity.By comparing the six infuencing factors with the correlation between mining and earthquake distribution, it can be concluded that the excavation intensity has the strongest impact on mining earthquake distribution.Terefore, the main controlling factor in this area is excavation intensity.

Structural Stress Analysis
(1) Te Infuence of Fold Structure.According to the exploration results, it was found that the fold structure in Xinzhuang Coal Mine is relatively developed.During the excavation of the main roadway, it passes through the area of the syncline axis multiple times, as shown in Figure 26, which is the stress concentration range near the fold of the main roadway excavation.As shown in the fgure, the maximum stress concentration coefcient can reach up to 1.5 and the stress level in the fold axis is signifcantly higher than that of the other areas.Te stress level in the fold wing towards the fold axis area shows an upward trend.When the main roadway excavation is pushed from the wing towards the axis, the stress level of the coal body in front will further increase.When the limit of the stress level of the rockburst is exceeded, it will cause burst manifestation.In addition, it can be seen from Figure 26 that the stress concentration degree is diferent along the extension direction of the fold, which indicates that the stress distribution characteristics in 16 Shock and Vibration diferent directions and regions of the fold may still difer greatly due to the diferences in the heterogeneity of coal and rock mass, the development characteristics of the fold, and the local crustal stress feld, which also proves the zoning characteristics of the fold under the guidance of the horizontal stress feld.
(   Shock and Vibration directly passing through the middle of the fault during tunnel excavation, which can reduce the impact of fault structural stress to a certain extent.

Analysis of Support Pressure.
Xinzhuang Coal Mine has a large burial depth, thick coal seam, large excavation space, and hard overburden, and the support pressure value of excavation is relatively high and has a signifcant impact range.Combined with the ground stress test result in Table 1, the static load performance of abutment pressure is mainly crustal stress based on horizontal stress.

Rockburst Dynamic Load Source Analysis.
During the excavation period of Xinzhuang Coal Mine, the main source of dynamic load came from excavation activities, which is closely related to the occurrence of mining earthquakes.In general, when the seismic energy of the mine is less than 10 7 J, the seismic load transmitted to the main roadway or working face coal seam is relatively small, generally not exceeding 10 MPa.According to the microseismic data of Xinzhuang Coal Mine, the maximum energy of the mining earthquake during the excavation of the fve main tunnels is 10 4 J level, which means that the dynamic load of the seismic source will not exceed 10 MPa.Te distribution of 10 4 J level seismic sources during the excavation period is shown in Figure 28.In summary, according to the development profle of the Xinzhuang Coal Mine, the buried depth of the main roadway is 716∼940 m and the vertical stress is about 17.9∼23.5MPa.According to the static load calculation formula, the maximum static load of the main roadway under normal excavation conditions is about 30.55 MPa.When encountering special tectonics or abutment pressure infuence area, the maximum static load is about 48.83 MPa.It can be seen that the static load is close to the minimum stress of 70 MPa where the rockburst occurs.In addition to the superposition of dynamic load, the possibility of rockburst disaster has objectively existed.

Mechanism and Types of Potential Rock Burst.
Te main mechanical properties of coal rock mass are strong compressive strength and weak tensile strength, so it accumulates a lot of energy caused by pressure during the stress process, which is static load pressure.However, at the same time, coal and rock masses (especially coal bodies) generally have brittleness, especially when subjected to dynamic load disturbances, the mechanical state changes and the loadbearing capacity changes, making it easier to highlight this property, namely, dynamic load disturbances.In practical engineering, the superposition of dynamic and static loads is a situation that is highly prone to causing rockburst disasters.Te excavation process can lead to a redistribution of stress in the surrounding rock.Under high static load conditions, the surrounding rock accumulates a large amount of energy, which can easily break this fragile equilibrium state after mining disturbance, namely, dynamic load-induced and high static load energy storage-induced rockburst disasters.
Based on the previous research and analysis, the scope of mining activities in Xinzhuang Coal Mine is currently small (only for main roadway excavation) and the dynamic load generated by mining disturbance is limited.However, the large burial depth, support pressure, thicker bottom coal, and fold and fault structures in the Xinzhuang Coal Mine cause a sharp increase in the static load 18 Shock and Vibration level in the excavation area.Terefore, when the high static load in the coal and rock body exceeds its failure critical value under dynamic load disturbance to induce burst behavior, static load stress dominates and dynamic load plays a disturbance role.Terefore, the type of potential rockburst during the excavation of Xinzhuang Coal Mine is currently the "high static load and dynamic load disturbance" type.

Conclusion
Trough basic data analysis and theoretical derivation, this study reveals the mechanism and main infuencing factors of rockburst under complex conditions of large buried depth, thick topsoil, and hard overburden in Xinzhuang Coal Mine.Te main conclusions are as follows: (1) Te research has determined that the main factors causing rockburst disasters in Xinzhuang Coal Mine are mining depth, coal seam thickness, changes in coal seam thickness, tectonic stress feld, hard overlying rock, roadway layout, bottom coal retention, and excavation activities.Xinzhuang Coal Mine is mainly mining coal 8 layer; during the tunneling of the main roadway in panel 1, the microseismic activity basically occurs near the heading head and it is easy to have large energy microseismic events when the heading head is in the same area as the tectonics area.(2) Te study analyzed the reasons for the occurrence of rock pressure during the excavation process of the main roadway and quantifed the weight of each factor.Te excavation process of the main roadway in Xinzhuang Coal Mine is mainly infuenced by the depth of coal seam, thickness of coal seam, thickness of sandstone layer, distance between thick sandstone layers, roadway layout, fold structure, and excavation strength.Te risk factors of rockbursts in diferent mining areas and the distribution of microseisms during the mining process were used to classify the risk areas of rockbursts in the working face.Te analytic hierarchy process was used to determine the weight of the risk factors within the divided impact hazard areas.
(3) It revealed the mechanism of potential rockburst in Xinzhuang Coal Mine.Te key to the occurring process of rockburst disaster in Xinzhuang Coal Mine lies in the superimposed infuence of static and dynamic loads on the surrounding rock system of the tunnel.Considering that the high burial depth, support pressure, thick bottom coal, and fold/fault structures of the Xinzhuang Coal Mine cause a sharp increase in static load levels in the excavation and mining areas, the potential type of rockburst during the excavation, and the mining period of Xinzhuang Coal Mine is a "high static load and dynamic load disturbance" type.
Te research focus of this study is on the mechanism and main infuencing factors of rockbursts in Xinzhuang Coal Mine.On this basis, the geological occurrence conditions and mining technical conditions of Xinzhuang Coal Mine's mining face, combined with mine area prevention measures, and based on the principle of "local follow-up, zoning management, and classifed prevention and control," comprehensive prevention and control technical measures of "roof-coal seam-foor" can be developed for zoning, classifcation, and grading of mining working faces and other areas (such as large diameter drilling pressure relief, roof blasting, and water pressure to crack), and timely adjustment and optimization based on actual rock pressure manifestation and inspection of the control efect of rockburst which can provide important support for the prevention and control of rockburst in Xinzhuang Coal Mine.In the future, we will continue to follow up on the prevention and control of rockbursts in Xinzhuang Coal Mine and continue to pay attention to advanced directions such as flling mining, entry retaining, and intelligent monitoring under rockburst conditions [32,33].

3. 3 .
Geological Structure.Te main infuencing factor of mine structural stress feld is geological structure.Geological structures can change the distribution of local ground stress, leading to local stress concentration.Te uneven distribution and local concentration of ground stress are one of the causes of rockburst disasters.

Figure 3 :
Figure 3: Contour map of coal 8 layer buried depth.

Figure 7 : 8 Figure 8 :Figure 6 :Figure 9 :
Figure 7: Tickness distribution contour map of the frst sandstone layer with a thickness greater than 10 m from the upper coal 8 layer.

Figure 12 :
Figure 12: Microseismic distribution map of the main roadway area in panel (2021.3).

Figure 14 :
Figure 14: Tree-dimensional sketch map of regional tectonics (contour line is the elevation of coal 8).

Figure 13 :
Figure 13: Cloud chart of burial depth distribution.

Figures 18 -
22 show the bottom coal reserve in the main roadway area of Xinzhuang Coal Mine based on the contour map of coal thickness and the statistics of coal exploration data in the main roadway.

2 Figure 18 :
Figure 18: Bottom coal distribution curve of central west return air roadway.

4. 1 . 6 .
Excavation Strength.Te monthly excavation footage and microseismic conditions during the excavation period of the main roadway in panel 1 of Xinzhuang Coal Mine from December 2020 to May 2021 are shown in Figures

Figure 19 :
Figure 19: Bottom coal distribution curve of central west auxiliary transportation roadway.

Figure 20 :
Figure 20: Bottom coal distribution curve of central belt roadway.

Figure 21 :
Figure 21: Bottom coal distribution curve of central east auxiliary transportation roadway.

Figure 22 :( 1 )
Figure 22: Bottom coal distribution curve of central east return air roadway.

Figure 24 :Figure 23 :
Figure 24: Monthly microseismic frequency of the main roadway in panel 1.

Figure 25 :
Figure 25: Division results of the main roadway area in panel 1.

Table 1 :
Ground stress test results.

Table 2 :
Test result of the rockburst tendency of coal 8 in Xinzhuang Coal Mine.

Table 3 :
Test result of rockburst tendency of coal 8 roof and foor in Xinzhuang Coal Mine.

Table 4 :
Appearance of mine pressure in Xinzhuang Coal Mine.
10 Shock and Vibration average daily footage of 19 m.During this period, a total of 42 microseisms with energy greater than 10 3 J occurred, with an average of 0.071 high energy (>10 3 J) microseisms per meter of footage and an average of 1.35 daily high energy microseisms.