Application of open-pit and underground mining technology for residual coal of end slopes

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.

Monitoring of coal-mine goaf based on 4D seismic technology

The range of coal-mine underground goaf has continuously expanded over time.Caving,fracture,and deformation zones have also changed,thereby inducing coal-mine water inrush and other environmental disasters.In this study,4 D seismic monitoring technology that is effective in reservoir development was used to monitor abnormal changes in coal-mine underground goaf to explore the feasibility of the method.Taking a coal mine in Hancheng,Shaanxi as an example,we used the aforementioned technology to dynamically monitor the abnormal changes in the goaf.Based on the 4 D seismic data obtained in the experiment and the abnormal change characteristics of the coal-mine goaf,the method of 4 D seismic data processing in reservoir was improved.A set of 4 D data processing flow for the goaf was established,and the anomalies in the surface elevation and overlying strata velocity caused by collapse were corrected.We have made the following improvements to the method of 4 D seismic data processing in the reservoir:(1)the static correction problem caused by the changes of surface elevation and destruction of the low-velocity layer has been solved through fusion static correction to comb the low-frequency components of elevation statics with the high-frequency components of refraction statics;(2)the problem of overlying strata velocity changes in the goaf caused by collapse has been solved through the velocity consistency method;(3)the problem of reflection event pull-down in the disturbance area has been solved through space-varying moveout correction based on cross-correlation;and(4)amplitude anomalies in the coal seam caused by the goaf have been addressed using the correction method of space-varying amplitude.Results show that the 4 D seismic data processing and interpretation method established in this study is reasonable and effective.

Thermal recovery process of a backfilled open-pit in permafrost area at the Gulian strip coal mine in Northeast China

Timely and proper backfilling of open-pits in strip coal-mines has been an effective measurement for the recovery of the hydrothermal regimes and ecological environment in permafrost regions. In this study, numerical simulations and statistical regressions were applied for analyzing the recovery processes of the backfill and its major influencing factors for the thermal equilibrium in recently backfilled open pits at the Gulian strip coalmine in Mo'he, Northeast China. Results show that the thermal recovery time of backfilled areas is positively correlated to the backfill depth(BD) of the soils, the backfilled soil temperature(BST), and the mean annual ground surface temperature(MAGST); meanwhile, climate warming can impact on thermal regimes of the backfill area. The impact of climate warming on ground temperature of the backfill will show up significantly in about 50 years afterbackfilling(BD at 10.0 and 20.0 m, BST at 20.0°C) under the climate warming scenario(CWS) of 0.025°C·year ^(-1). Grey-relation analyses show that the sensitivity of the backfill recovery time declines in the order of the BD, BST and MAGST. On the basis of the abovementioned studies, the layer-by-layer backfilling in cold seasons is advised for more effective and more rapid recovery of thermal regimes of the backfilled open-pits in cold regions.

Stability analysis of rib pillars in highwall mining under dynamic and static loads in open‑pit coal mine

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.

Joint Bearing Mechanism of Coal Pillar and Backfilling Body in Roadway Backfilling Mining Technology

In the traditional mining technology,the coal resources trapped beneath surface buildings,railways,and water bodies cannot be mined massively,thereby causing the lower coal recovery and dynamic disasters.In order to solve the aforementioned problems,the roadway backfilling mining technology is developed and the joint bearing mechanism of coal pillar and backfilling body is presented in this paper.The mechanical model of bearing system of coal pillar and backfilling body is established,by analyzing the basic characteristics of overlying strata deformation in roadway backfilling mining technology.According to the Ritz method in energy variation principle,the elastic solution expression of coal pillar deformation is deduced in roadway backfilling mining technology.Based on elastic-viscoelastic correspondence principle,combining with the burgers rheological constitutive model and Laplace transform theory,the viscoelastic solution expression of coal pillar deformation is obtained in roadway backfilling mining technology.By analyzing the compressive mechanical property of backfilling body,the time formula required for coal pillar and backfilling body to play the joint bearing function in roadway backfilling mining technology is obtained.The example analysis indicates that the time is 140 days.The results can be treated as an important basis for theoretical research and process design in roadway backfilling mining technology.

Statistical analysis of causes and countermeasures to the accidents in coal mines

Statistics and analysis was made in causes, places and proportions about all kinds of disasters and accidents in coal mines of China in resent 50 years. The analysis indicates the emphasis reason that result in the accidents in coal mines are artificial cause explosion of mash gas and coal dust, water flood, fire hazard. The accidents mostly happened on stope which is more often than other places, following by the driving work face. This not only supplies the managers with basic reference about safe administration, but also suggests the countermeasures in reducing accidents： improve the disposition of person, perfect all kinds of rules and regulations, severely investigate, analyze and deal with the accidents.

Analysis of stability of coal pillars with multi-coal seam strip mining

Strip mining is one of the efficient measures to control surface subsidence and mining damage. However, the researches on the laws of the geological mining factors to upper and lower pillar's stability are still deficient in multi-coal seam strip mining at present. Based on the three dimension fast Lagrangian analysis of continua (short for FLAC3D) numerical simulation software, the laws of the stress increasing coefficient on the coal pillar and its stability were systematically studied for different depths, different mining widths, different interlayer spacings, different mining thicknesses, different properties of interstratified rock and the spacial relations of the upper and lower pillars in vertical alignment in multi-coal seam strip mining. The function relation between the stress increasing coefficient of upper and lower pillars with the mining depth, mining widths, interlayer spacing, mining thickness, property of interstratified rock and the spatial relationship were obtained.

Overburden fracture evolution laws and water-controlling technologies in mining very thick coal seam under water-rich roof

Considering the danger of water inrush in mining very thick coal seam under water-rich roof in Majialiang Coal Mine,the universal discrete element(UDEC)software was used to simulate the overburden fracture evolution laws when mining 4#coal seam.Besides,this study researched on the influence of face advancing length,speed and mining height on the height of the water flowing fractured zones(HWFFZ),and analyzed the correlation of face advancing length and change rules of aquifer water levels and goaf water inflow.Based on those mentioned above,this research proposed the following water-controlling technologies:draining the roof water before mining,draining goaf water,reasonable advancing speed and mining thickness.These water-controlling technologies were successfully used in the feld,thus ensured safely mining the very thick coal seam under water-rich roof.

Research and application of strip mining of village coal pillar at coal field of the north of the Yellow River in Shandong Province

This paper focuses on the village coal pillar under huge thick loose bed and thin bedrock over high prelatic water level at the north of the Yellow River. The strip mining technology was used to protect the village houses. The stratum structure control action of mining subsidence was used to design the mining and pillar width. To further raise resources recovery, we adopted the mutative scheme of mining and pillar width. Observation was carried out while mining. Research shows there is feasibility of the strip mining technology to protecting the village buildings of the village coal pillar under huge thick loose bed and thin bedrock over high prelatic water level at the north of the Yellow River. Finally, subsidence parameters of strip mining were obtained. It is the basic data of the strip mining of the coal field at the north of the Yellow River.

Law of surface movement for multi-coal seam strip mining

It is an important part of green mining to control the disasters of coal mining which have caused irreversible damages to buildings and ecological environment. Strip mining is one of the efficient measures to control surface subsidence and mining damage. However, the research on the laws of the surface subsidence are still deficient in multi-coal seam strip mining at present. Based on the Fast Lagrangian Analysis of Continua(short for FLAC3D) numerical simulation software, the laws of the surface subsidence and horizontal movement were systematically studied for different depths, different mining widths, different distances between seams, different mining thickness, different parameters between seams and the special relations of the upper pillar and the lower pillar in the vertical direction in multi-seam strip mining. The function relation between the maximum subsidence and the maximum horizontal movement with the depth, the mining width, the seam distance, mining thickness, different parameters between seams and the partial offset are summarized respectively. Finally the formula integrating the surface maximum subsidence value and the maximum horizontal movement was deduced. The results can be used for reference theory and measure in forecasting the surface displacement in multi-coal seam strip mining.

Theory and test research on permeability of coal and rock body influenced by mining

Stress distribution rules and deformation and failure properties of coal and rockbodies influenced by mining were analyzed.Experimental research on permeability of coaland rock samples under different loading conditions was finished in the laboratory.In-situmeasurement of coal permeability influenced by actual mining was done as well.Theoryanalysis show that permeability varied with damage development of coal and rock understress,and the influence of fissure on permeability was greatest.Laboratory results showthat under different loading conditions permeability was different and it varied with stress,which indicated that permeability was directly related to the loading process.In-situ testsshowed that permeability is related to abutment stress to some degree.The above resultsmay be referenced to gas prevention and drainage.

Safety appraisement on building natural gas pipeline over coal mining subsidence area

The target of the text is to scientifically appraise dynamic development of surface deformation in subsidence area and its influence on groundwork stability of natural pipe and then adopt some technological measures to ensure safe circulation of natural pipeline. Analysed the influence on natural pipeline from coal mining subsidence in the way of pipeline grade variation, vertical curve variation, transverse deformation, horizontal pull and compression deformation and pipe stress variation etc., and described detailed surface subsidence product and its used time among initial phase, active phase and decline phase in the course of surface movement deformation time. In the context of considering surface subsidence that doesn＇t reach basic latter end and residual subsidence quantity, the text confirmed the calculation method of residual deformation in surface subsidence area, and gave the technological measures about building natural gas pipeline in subsidence area finally.

浅谈Dimine数字矿山软件在大宝山矿采剥计划编制中的应用

大宝山矿公司7 000 t/d铜硫选厂于2017年4月投产,标志着大宝山矿采选流程迈入了新的阶段,也面临全新的挑战.为适应公司转型升级的发展战略,完成每年330万t入选矿的采矿任务,采用数字化矿山技术是必然之路.文章论述了Dimine数字矿山软件在大宝山矿采剥计划编制中的应用和数字化矿山技术发展趋势.

CHINA'S RECENT DEVELOPMENT IN COAL MINING,PROCESSING AND UTILIZATION

This paper describes the state-of-the-art and Outlook of coal mining and clean coal technology in China. As the major mining method,underground mining accounts for 96% of the total production. Among the state own mines, the percentage of mechanized mining reached 71 %. A rapid development of high-productive and high-profitable mines,especially those with longwall sublevel caving method, is described. The issues of heavy duty equipment, roof bolting,mine safety are also addressed. The Chinese government is paying more and more attention on the environmental problems inducing from coal mining,processing and utilization. A basic framework of clean coal technology is being formed and a wide range of technology is included.

倾斜碎软煤层群煤层气协调开发关键技术-以艾维尔沟矿区为例

为了明确与倾斜碎软煤层开采条件相适配的煤与煤层气协调开发关键技术,基于倾斜碎软煤层群瓦斯难抽采与煤层群非对称采动特征,形成了与之匹配的非对称卸压时空协同“三孔四区五量”煤与煤层气协调开发模式,明确了非对称采动下煤与煤层气协调开发策略,阐明了井上下联合煤与煤层气协调开发时空协同机制。针对倾斜碎软突出首采煤层消突困难的问题,优化了倾斜碎软煤层下向长钻孔施工工艺,研制了钻头电磁波无线随钻测量系统,实现了更高精度的钻孔轨迹防偏。针对非对称采动区地面井防护缺乏针对性的难题,阐明了非对称采动覆岩卸压破坏时空演化特征,获得了非对称采动下覆岩采动裂隙演化特征,确定了倾斜煤层地面井井位安全位置,研发了能够兼顾地面井稳定性和抽采效率双因素的采动区地面三开套管结构。应用结果表明:时空协同的“三孔四区五量”模式能够实现煤层气高效抽采,保障倾斜煤层群的抽掘采接替平衡;倾斜煤层下向钻孔递进式抽采方式拓展了递进式抽采的应用范围,破解了倾斜煤层煤层气抽采过程中的时间不协调问题;优化后的采动地面井维稳结构能够适应非对称采动作用,实现了采动区地面井煤层气高效抽采。上述成果在新疆焦煤集团艾维尔沟矿区得到推广应用,初步形成符合艾维尔沟矿区主要高瓦斯矿区倾斜煤层特点的煤层气抽采关键技术和典型模式。

刮板输送机技术发展历程(一)——国外技术

刮板输送机是井下采煤工作面的“脊梁”装备,它经历了6次技术变革,持续推动采煤工艺变革及生产效率持续提升。刮板输送机第1次技术变革发生于1900-1940年,诞生了可拆卸刮板输送机,煤矿开启半机械化开采时代;第2次技术变革产生于1940-1950年,创制了可弯曲刮板输送机,煤矿进入机械化开采时代;第3次技术变革形成于1950-1985年,创设了可自移刮板输送机,煤矿跨入综合机械化开采时代;第4次技术变革出现在1985-2000年,已发展成为重型化刮板输送机,煤矿走向高产高效综采时代;第5次技术变革形成于2000-2010年,研发出自动化刮板输送机,煤矿迈向数字化综采时代;第6次技术变革始于2010年,创新推出智能化刮板输送机,煤矿开启少人化智采时代。英国和德国为刮板输送机初创做出巨大贡献,研制出多种早期的刮板输送机机型。苏联对刮板输送机的系列化,以及对机械化采煤机的配套起到重要的创新推动作用。在此基础上,1954年,英国把安德顿滚筒采煤机与垛式支架、可弯曲刮板输送机组合为综合机械化采煤机组,建成世界上第一个综采工作面。21世纪以来,世界煤炭开采的重心逐步转向我国,国外刮板输送机研发与制造影响力逐年衰减,我国逐渐成为刮板输送机的制造强国。

“三软”厚煤层回采巷道掘锚一体机工艺优化及应用

“三软”厚煤层回采巷道围岩整体强度低,且岩层结构组合普遍变化较大,造成掘进工作面悬露顶板稳定性差异明显,部分顶板稳定性较差区域无法直接采用掘锚一体机及配套施工工艺,造成掘进工作面频繁停工,整体掘进效率下降。针对此类问题,以沙吉海煤矿“三软”厚煤层回采巷道为工程背景,采用现场调研、理论分析、数值模拟等综合研究方法,阐明了掘进工作面悬露顶板漏冒、掘锚一体机陷入底板或跑偏、煤壁片帮是制约掘锚一体机在“三软”厚煤层回采巷道中应用的关键制约因素;考虑悬露顶板厚度、扰动影响系数、顶板各岩层强度及各岩层完整性等参量的影响,建立和推导了掘进工作面悬露顶板极限跨距计算公式;形成了以掘进工作面悬露顶板极限跨距计算为主导的巷道围岩稳定性分级方法,将“三软”厚煤层回采巷道围岩划分为极稳定、稳定、中等稳定、不稳定、极不稳定5个级别;提出了不同稳定性级别围岩条件下掘锚一体机装备及施工工艺分类优化方案,并从截割滚筒位态调整、底板接地处理、巷帮作业平台增设等方面给出了困难作业环境下掘锚一体机应用对策。研究成果在沙吉海煤矿B1003W05工作面巷道进行了工程应用,其分类优化方案可有效保障掘锚一体机在“三软”厚煤层中的正常运行,相比邻近巷道采用悬臂式掘进机综掘工艺,掘进速度提升了1.0~1.8倍。

区块链赋能视角下煤矿生产安全监管演化博弈研究

为探究政府监管、社会公众监督和煤矿安全生产的行为选择机制,基于演化博弈理论,构建了政府、社会公众和煤矿三方行为选择演化博弈模型,分析了演化博弈系统中各均衡点的稳定条件,最后探究了三方演化博弈中相关变量对三方行为演化策略选择的影响。研究结果表明:初始策略选择对三方演化稳定有显著影响;政府区块链创新投入成本对理想状态演化具有负向作用;对煤矿违规生产的惩罚力度、区块链直接效益和间接收益以及发生事故后给政府带来的声誉损失对理想状态演化具有正向作用;采用区块链监管可提高社会公众自身获得感,对参与煤矿安全监督具有正向作用。

三维地震动态解释在淮北构造复杂煤矿生产中的应用

三维地震勘探技术在煤矿安全高效矿井地质保障系统中发挥着重要的作用,淮北矿区构造复杂,断层密度大,断层已成为严重制约淮北矿区采区接替和增储保供的主要因素。本文将三维地震动态解释应用于淮北构造复杂煤矿的生产中,在煤矿工作面设计、巷道掘进和工作面贯通等多个生产阶段开展地震动态解释,针对大巷掘进过程中地质保障的实际需求开展了地震动态解释工作。应用实践表明,煤矿工作面生产过程中的地震动态解释工作将分析对象限定为一个工作面、一条巷道甚至一条断层,研究对象更聚焦,更精准,且时效性强,能够为煤矿工作面生产过程提供较为准确的指导,助力煤矿安全高效开采。

基于多数据源的采煤沉陷区早期识别及地面形变特征监测——以神木市大柳塔镇为例

煤矿区生态环境问题受到社会的广泛关注,如何实现采煤沉陷区精准、高效、经济的早期识别和动态监测显得尤为迫切。本文在资料收集与整理分析的基础上,利用2000—2022年5期DEM数据进行差分解算,同时利用2015年6月15日至2023年7月15日共计164期长时间序列Sentinel-1数据,对煤矿区地面沉降进行动态监测,查明了神木市大柳塔镇采煤沉陷区现状分布与地面沉降特征,形成了一套基于多数据源的采煤沉陷区早期识别方法。研究结果表明:①大柳塔镇采煤沉陷区分布面积为252.70 km 2,包括地面塌陷、采空区悬顶两种类型,神华公司石圪台、哈拉沟、大柳塔、活鸡兔4大矿区煤矿塌陷问题严重;②将分辨率为2 m的DEM数据重采样为5 m后进行差值运算,误差为0.01 m,精度较高且计算高效;③DEM差分解算、SBAS-InSAR技术均能对地面塌陷范围进行精准识别,匹配度高,且各方法间互为补充,相互印证。