Given the conditions of residual coal from the boundary of a flat dipping open-pit mine,which uses strip areas mining and inner dumping with slope-covering,we propose an open-pit and underground integrated mining tech...Given the conditions of residual coal from the boundary of a flat dipping open-pit mine,which uses strip areas mining and inner dumping with slope-covering,we propose an open-pit and underground integrated mining technology for residual coal of end slopes.In the proposal a conveyance road and ventilation conveyance near the slope are built,corresponding to the pit mining area and the surface coal mine dump,as well as an interval haulage tunnel and air-inlet tunnel.The outcome shows that such mining method may reduce the effect to slope stability from underground mining,it does not affect the dumping advance and has a high recovery rate of residual coal resources.The working face is timbered by single hydraulic props,transported by a scraper conveyor and supported by coal walls.This method of mining is one of layered top coal caving,with high resource recovery,low production cost where positive economic benefit can be realized.展开更多
The retained coal in the end slope of an open-pit mine can be mined by the highwall mining techniques.However,the instability mechanism of the reserved rib pillar under dynamic loads of mining haul trucks and static l...The retained coal in the end slope of an open-pit mine can be mined by the highwall mining techniques.However,the instability mechanism of the reserved rib pillar under dynamic loads of mining haul trucks and static loads of the overlying strata is not clear,which restricts the safe and efcient application of highwall mining.In this study,the load-bearing model of the rib pillar in highwall mining was established,the cusp catastrophe theory and the safety coefcient of the rib pillar were considered,and the criterion equations of the rib pillar stability were proposed.Based on the limit equilibrium theory,the limit stress of the rib pillar was analyzed,and the calculation equations of plastic zone width of the rib pillar in highwall mining were obtained.Based on the Winkler foundation beam theory,the elastic foundation beam model composed of the rib pillar and roof under the highwall mining was established,and the calculation equations for the compression of the rib pillar under dynamic and static loads were developed.The results showed that with the increase of the rib pillar width,the total compression of the rib pillar under dynamic and static loads decreases nonlinearly,and the compression of the rib pillar caused by static loads of the overlying strata and trucks has a decisive role.Numerical simulation and theoretical calculation were also performed in this study.In the numerical simulation,the coal seam with a buried depth of 122 m and a thickness of 3 m is mined by highwall mining techniques.According to the established rib pillar instability model of the highwall mining system,it is found that when the mining opening width is 3 m,the reasonable width of the rib pillar is at least 1.3 m,and the safety factor of the rib pillar is 1.3.The numerical simulation results are in good agreement with the results of theoretical calculation,which verifes the feasibility of the theoretical analysis of the rib pillar stability.This research provides a reference for the stability analysis of rib pillars under highwall mining.展开更多
In recent years, goaf has attracted much attention because of its characteristics of great harm, high governance difficulty and long governance cycle. At present, the proportion of open-pit mines in China is far lower...In recent years, goaf has attracted much attention because of its characteristics of great harm, high governance difficulty and long governance cycle. At present, the proportion of open-pit mines in China is far lower than the international average level. Although the impact of open-pit mining on the ecological environment has been restricted, there are still many cases of well leakage in China. At the same time, scholars at home and abroad have gained some experience in the restoration of goaf through a series of research and management. This paper discusses the development of mining technology.展开更多
Because the coal mine rocks are sensitive to water environment, the presence of groundwater will greatly reduce the strength of the rock mass, thus reducing the stability of the open-pit slope, which is not conducive ...Because the coal mine rocks are sensitive to water environment, the presence of groundwater will greatly reduce the strength of the rock mass, thus reducing the stability of the open-pit slope, which is not conducive to the safe production of open-pit mines. Therefore, significantly reducing the underground water level inside the open pit slope is beneficial to improving the strength of the slope rock mass and the final slope stability. It is the most effective safety control method for the mine and can significantly improve the intrinsic safety of the mine. At the same time, the sump and drainage pipe at the bottom of the open-pit coal mine stope are eliminated, the open-pit drainage system is simplified, and the economic benefit of the coal mine is improved.展开更多
In east China , a great amount of water-logged land is caused by coal mining subsidence,which results in arduous reclamation tasks. Taking Hanqiao Coal Mine in Xuzhou as an example, this paper introduces a new reclama...In east China , a great amount of water-logged land is caused by coal mining subsidence,which results in arduous reclamation tasks. Taking Hanqiao Coal Mine in Xuzhou as an example, this paper introduces a new reclamation method suitable for suhsided land caused by coal mining with high phreatic level in east China. The new method consists of two respects: 1 ) engineering reclamation measure is a non-filled method which mainly applies dredging approach ; 2 ) biological reclamation measure is a high beneficial pattern, which mainly makes use of dikes and ponds. The new engincering and biological measures of reclamation have been used widespreadly in Xuzhou mining area. Considerable economic benefits and social and environmental effects have been obtained.展开更多
文摘Given the conditions of residual coal from the boundary of a flat dipping open-pit mine,which uses strip areas mining and inner dumping with slope-covering,we propose an open-pit and underground integrated mining technology for residual coal of end slopes.In the proposal a conveyance road and ventilation conveyance near the slope are built,corresponding to the pit mining area and the surface coal mine dump,as well as an interval haulage tunnel and air-inlet tunnel.The outcome shows that such mining method may reduce the effect to slope stability from underground mining,it does not affect the dumping advance and has a high recovery rate of residual coal resources.The working face is timbered by single hydraulic props,transported by a scraper conveyor and supported by coal walls.This method of mining is one of layered top coal caving,with high resource recovery,low production cost where positive economic benefit can be realized.
基金fnancially supported by National Natural Science Foundation of China(Grant No.51974295).
文摘The retained coal in the end slope of an open-pit mine can be mined by the highwall mining techniques.However,the instability mechanism of the reserved rib pillar under dynamic loads of mining haul trucks and static loads of the overlying strata is not clear,which restricts the safe and efcient application of highwall mining.In this study,the load-bearing model of the rib pillar in highwall mining was established,the cusp catastrophe theory and the safety coefcient of the rib pillar were considered,and the criterion equations of the rib pillar stability were proposed.Based on the limit equilibrium theory,the limit stress of the rib pillar was analyzed,and the calculation equations of plastic zone width of the rib pillar in highwall mining were obtained.Based on the Winkler foundation beam theory,the elastic foundation beam model composed of the rib pillar and roof under the highwall mining was established,and the calculation equations for the compression of the rib pillar under dynamic and static loads were developed.The results showed that with the increase of the rib pillar width,the total compression of the rib pillar under dynamic and static loads decreases nonlinearly,and the compression of the rib pillar caused by static loads of the overlying strata and trucks has a decisive role.Numerical simulation and theoretical calculation were also performed in this study.In the numerical simulation,the coal seam with a buried depth of 122 m and a thickness of 3 m is mined by highwall mining techniques.According to the established rib pillar instability model of the highwall mining system,it is found that when the mining opening width is 3 m,the reasonable width of the rib pillar is at least 1.3 m,and the safety factor of the rib pillar is 1.3.The numerical simulation results are in good agreement with the results of theoretical calculation,which verifes the feasibility of the theoretical analysis of the rib pillar stability.This research provides a reference for the stability analysis of rib pillars under highwall mining.
文摘In recent years, goaf has attracted much attention because of its characteristics of great harm, high governance difficulty and long governance cycle. At present, the proportion of open-pit mines in China is far lower than the international average level. Although the impact of open-pit mining on the ecological environment has been restricted, there are still many cases of well leakage in China. At the same time, scholars at home and abroad have gained some experience in the restoration of goaf through a series of research and management. This paper discusses the development of mining technology.
文摘Because the coal mine rocks are sensitive to water environment, the presence of groundwater will greatly reduce the strength of the rock mass, thus reducing the stability of the open-pit slope, which is not conducive to the safe production of open-pit mines. Therefore, significantly reducing the underground water level inside the open pit slope is beneficial to improving the strength of the slope rock mass and the final slope stability. It is the most effective safety control method for the mine and can significantly improve the intrinsic safety of the mine. At the same time, the sump and drainage pipe at the bottom of the open-pit coal mine stope are eliminated, the open-pit drainage system is simplified, and the economic benefit of the coal mine is improved.
文摘In east China , a great amount of water-logged land is caused by coal mining subsidence,which results in arduous reclamation tasks. Taking Hanqiao Coal Mine in Xuzhou as an example, this paper introduces a new reclamation method suitable for suhsided land caused by coal mining with high phreatic level in east China. The new method consists of two respects: 1 ) engineering reclamation measure is a non-filled method which mainly applies dredging approach ; 2 ) biological reclamation measure is a high beneficial pattern, which mainly makes use of dikes and ponds. The new engincering and biological measures of reclamation have been used widespreadly in Xuzhou mining area. Considerable economic benefits and social and environmental effects have been obtained.
