Study on ascending mining roadway layout of close distance coal seams in deep mine

To solve the problems appeared in mining process of No.2 seam, the ascending stress-releasing mining method was adopted. Studying on the reasonable layout of actual mining roadway in upper coal seams is the precondition of successful ascending mining. By using ＂device of leak measuring by blocking up double ends＂, it detected the height of overburden water flowing fractured zone originated from sub-coal seams mining. Thus it proved that the actual mining roadway of No.2 upper ascending seam was located in the smooth sagging zone. On the basis of analyzing the stress-releasing effect of sub-coal seams mining to upper coal seams by using RFPA software, it analyzed the stability of up-face coal seams and the reasonable location of starting cut in up-face coal seams. It also analyzed the reasonable gateway location in upper coal seams, which ensured the crossheading in upper coal seams out of the effect of sub-coal work face mining by using theory of underground pressure. Meanwhile, the reasonable pillars dimensions in upper coal seams by building the structure mechanics model of stope were researched. It can make the roadway driven along next goaf to be located in low stress zone, and be beneficial to keeping roads stable owing to less stress of surrounding rock. Finally, it tested the rationality of the layout method of roads in upper coal seams by engineering field measurement in 3221 working face.     

Comprehensive experiment and evaluation on safety due to fully-mechanized mining under the Xitian River at Linxin Mine

L3414 mechanized mining working face (No.14 coal seam) of Lingxin Mine is under the Xitian River.The mining disturbed zone where rock properties and conditions have been changed due to mining, the safety and environmental protection were concemed greatly. Based on engineering geological environment of L3414 working face and mining factors, the color bore-bole TV inspecting, leakage of drilling fluid monitoring,simulation experiment, numerical computing, in-situ ground stress measurement and subsidence measurement, etal, these programs contribute to the formation of a scientific basis for control water safe mining and normal mining or environmental protection in the condition of existing fully-mechanized mining.     

THE UNCERTAINTY OF THE MINING ENGINEERING AND ITS APPLICATION

There are a lot of uncertainties in the mining engineering, and they make a notable impact on the engineering. The uncertainties of the physical and mechanical properties of geotectonic mass, the surrounding rock stability, the nature condition, the equipment operation, the personnel and the external environment are proposed and described. The stochastic analysis should be widely used for considering the impacts of the uncertainty on the mining engineering. The economical risk analysis and the stochastic index system should also be set up in the mining engineering.     

Application of coal mine dynamic safety management and occupational health and safety management system

A method system was put forward based on the occupational health and safety management system to develop the dynamic safety management of coal mine. It aimed at the problems in the mining safety management and was put in practice in Lingxin coal mine of Ningxia Coal Industry Group Co., Ltd.. And good effect was obtained in safety work. It developed the mining dynamic safety management based on the building of occupational health and safety management system of mining enterprise and its main contents are as follows： timely identification and dynamic control of accident risk, persistent improvement of safety management performance according to the ＂PDCA＂ circle.     

Arrangement of anchor reinforcement in roadway for fully mechanized sublevel caving

Bolting of mining roadway for fully mechanized sublevel caving has been practised successfully in Hebi mining area. It provides a new method for roadway support and settles the problem of support difficulty radically for sublevel caving in Hebi mining area. Where an-chor reinforcement holds an important station in roadway support. This article brings forward the arrangement project of anchor based on theoretic analysis. Compared with arranged in the middle of the entry, anchor arranged in the vertex of the entry can reduces the length of anchor, shortens the anchor installation time, and heightens the reliability of anchor installa-tion.     

SOLID-GAS INTERACTION MODELLING FOR MINING SAFETY RANGE AND NUMERICAL SIMULATIONS

Coal and gas outburst is one of the most serious natural calamities in collieries. And protective layer mining is an effective regional method for preventing and controlling coal outburst. However, how to rationally determine the mining safety range in coal mining of protective layer with quantitative analysis is a difficult problem in rock mechanics and mining engineering so far. Then in this paper applied solid-gas interaction mechanics for gas leakage flow, the solid-gas interaction analysis for the safety range of Ul~ protective layer mining has been achieved with the results of experimental research and in-situ measurements so that the result of numerical simUlation for the difficult problem is closer to reality. Furthermore, the safety range of up protective layer mining can be determined with time-dependent based on the result of rumerical simulation.     

China released 2017 first batch of rare earth mining quotas

<正>China's Ministry of Land and Resources released the first batch of rare earth mining quotas in 2017,according to an announcement on the ministry's website.The total mining amount for the first batch is 52,500 tonnes,equal to the number in 2016.Out of the 52,500tonnes,there are 43,550 tonnes for light rare earths and 8,950 tonnes for medium and heavy rare earths.The ministry said that the mining quotas for the whole year of 2017 will be allocated in the second quarter of     

Formation mechanism and height calculation of the caved zone and water-conducting fracture zone in solid backfill mining

To study the heights of the caved zone and water-conducting fracture zone in backfill mining,the failure mechanism of strata during backfill mining was analyzed,and a method for determining the heights of the two zones was proposed based on key strata theory.The movement and failure regularity of the strata above the backfilling panel were revealed through numerical simulation.Considering the geologic conditions of the CT101 backfilling panel,the height of the fracture zone was determined using the proposed method along with empirical calculation,numerical simulation,and borehole detection.The results of the new calculation method were similar to in situ measurements.The traditional empirical formula,which is based on the equivalent mining height model,resulted in large errors during calculation.The findings indicate the reliability of the new method and demonstrate its significance for creating reference data for related studies.     

DEEP COLLIERY PRESSURE BUMPS AND ITS PREVENTIONS UNDER THE ACTION OF ABUTMENT PRESSURE

Based on field measurement, the relations was introduced between mining depth and the peak value places of abutment pressures in long wall face of the deep colliery with caving method to handle goaf, and the reasons and kinds of pressure bumps are analysed under the action of the moving and constant abutment pressures formed by the method of long wall caving or room and pillar mining, and the relative precautions were put forward to prevent the pressure bumps in deep mining.     

SUN ZHONGMING——SPECIALIST IN METALLIC ORE MINING

<正> Sun Zhongming was born in Dandong City, Liaoning province in 1938. He graduated from the Mining Department of Northeast Institute of Technology (Northeast University) in China in 1962. In the same year, he was assigned to BGRIMM and work on the mining technology research at the Department of Mining Technology. He was engaged as a professor-senior engineer in 1987. Now he is the director of the Department of Mining Technology. Sun Zhongming has devoted himself to the mining industry. He is bold in exploration, working with perseverance. He has done a remarkable job and made outstanding aehievements. He has been many times chosen as an advanced worker and     

近距离突出煤层群上保护层开采瓦斯治理技术

结合青东煤矿上保护层开采条件,采用FLAC3D软件模拟了上保护层开采底板卸压规律。研究结果表明:被保护煤层卸压瓦斯涌出率为30.0%～36.5%;上保护层开采后被保护煤层原始地应力由10.5～10.8 MPa降低为1.0～1.5 MPa;被保护煤层初始卸压位置为工作面回采至40～50m。根据研究结果制定了顶板岩巷穿层钻孔、顺层预抽、顶板高抽巷、上隅角埋管及上保护层回风巷下向穿层增裂钻孔的立体瓦斯治理技术。工程应用表明,卸压瓦斯占工作面瓦斯涌出总量的86.8%,被保护煤层瓦斯涌出率为30.4%,被保护煤层初始卸压位置为工作面回采至40 m位置。     

千米深井保护层开采煤层卸压效果分析

平顶山天安煤业股份有限公司十二矿己15-31010工作面垂深为1 015～1 130 m,为煤与瓦斯突出煤层,采用开采解放层己14煤层预抽瓦斯是解决己15煤层煤与瓦斯突出的关键技术,因此,针对深部保护层开采过程中下部煤层的卸压效果需进行深入分析。首先根据实际地质条件建立了三维数值模型,计算了己14煤开采过程中下部己15煤层的应力分布。计算结果显示,下部己15煤层在上部保护层开采过程中压力先升高后降低,在采面通过40 m后煤层压力降低至小于1 MPa;但在采空区外侧集中应力区,最大应力值高达42 MPa。现场监测数据显示,采空区下方煤层巷道瓦斯浓度显著增大,但外侧煤层巷道瓦斯浓度变化较小,在上方采面通过40 m后,巷道变形趋于稳定,煤层得到充分卸压。综合数值计算结果和现场监测数据可知,深部近距离保护层开采可以显著降低下部煤层压力,释放煤层瓦斯,但由于集中应力的影响,难以释放位于采空区边缘的下部煤层瓦斯。     

上保护层开采卸压范围的相似模拟试验

为研究上保护层开采对被保护煤层的卸压范围,以淮北矿业集团海孜煤矿762保护层采面为研究对象,通过相似模拟试验,考察了保护层开采7#煤层顶底板岩层分带特征及被保护层9#煤应力、位移分布规律,并以此为依据,分析了保护层开采的保护范围。结果表明:762保护层采面充分开采条件下,通过实测结果计算得到倾向上、下有效卸压保护角分别为78°、79°,9#煤层最大膨胀率为0.81%。     

保护层工作面瓦斯综合治理技术

为了解决张集煤矿1122（1）保护层工作面开采时被保护层的大量卸压瓦斯涌入,造成保护层工作面开采过程中回风瓦斯浓度较大的问题,采用顺层钻孔抽采技术,上隅角埋管、插管抽采技术,尾抽巷、高抽巷、底抽巷抽采技术等综合瓦斯治理技术对其进行了治理。结果表明：采用上述瓦斯综合治理技术后,工作面瓦斯抽采率达到87.8%,有效地解决了保护层工作面回采期间的瓦斯问题。     

千米深井保护层开采对下部巷道稳定性影响分析

为研究深井高应力、倾斜岩层条件下,保护层开采对下部巷道稳定性的影响,根据平煤十二矿地质情况,基于相似材料试验对保护层己14煤层开采过程中,下部己15煤层回采工作面的矿压规律进行了模拟研究。结果表明：在保护层开采前后,处于保护层采场外侧的回风巷始终受到高水平应力作用,在开挖60 cm后因采场初次来压影响,巷道下帮水平方向压应力由3郾 42 kPa增至50kPa,两帮变形较大;而处于保护层采场正下方的运输巷在保护层开采过程中顶板变形破坏较为严重,但保护层开采后,顶板垂直应力由最大值42 kPa降至拉应力-17 kPa,卸压效果非常明显,巷道稳定性好。     

岩层断裂法防治冲击地压的应用实践

华丰煤矿在1410工作面为了防治冲击地压,在防治过程中应用了顶底板断裂的应力解除法,对岩层应力解除参数选取及施工工艺进行实施,有效释放了工作面前方应力集中以及弹性能的积聚.缓解了工作面前方支承压力的积聚程度,为1410工作面的安全、高效开采提供了保障.     

大倾角下分层综采工作面矿压规律及安全回采技术研究

通过现场实测,对中平能化集团十矿戊9-11-20102大倾角下分层综采工作面矿山压力显现规律进行研究,结果表明:工作面周期来压呈现出分段来压现象,具有局部来压和来压逐渐迁移的特点,周期来压步距为12～23m。针对工作面下分层破碎顶板管理和设备防倒、防滑措施进行研究,并在中平能化集团十矿戊9-11-20102工作面进行现场应用,取得了较好的技术经济效果。     

中厚-厚煤层近距离高效同采矿压控制研究

南阳坡煤矿主采煤层为3号煤和4号煤,层间距23~26m,下部煤层开采受上部煤层开采损伤影响,为中厚-厚煤层近距离同采。基于煤岩物理力学测试、在线应力监测、支护载荷无损监测及数值计算,得出了监测区域的侧向应力分布规律,3煤开采对下煤层传递角为45°,显著支承压力增高区域传递角为31°;监测评价沿空30205运输顺槽、4105运输顺槽支护效果,分析下煤层沿空巷道变形严重的四个原因;确定了未采下区段4107回风顺槽设计留设的区段煤柱尺寸以及正常条件下下煤层滞后上煤层合理距离。研究结果有助于合理设计采场及选取支护参数,有利于实现中厚-厚煤层近距离高效同采。     

大柳塔煤矿薄基岩浅埋煤层工作面矿压规律研究

为了研究薄基岩浅埋煤层矿压规律,防止薄基岩浅埋煤层工作面发生切顶事故,造成溃砂溃水事故,通过对大柳塔煤矿22614工作面现场矿压观测,得出了薄基岩浅埋煤层工作面矿压显现规律,结果表明：工作面上覆基岩厚度大于10 m的区域,工作面顶板来压比较明显,支架动载系数相对比较大,工作面上覆基岩厚度小于10 m的区域,工作面顶板来压不明显,实测工作面支架工作阻力大部分为5 400～7 200 kN,现有支架能满足生产需求。     

急倾斜煤层深部煤岩动力失稳原因分析

为揭示大洪沟煤矿急倾斜特厚煤层发生动力失稳现象的原因,基于采掘布局特点对其进行理论分析和岩石力学试验,分析得出诱发急倾斜煤层深部煤岩体动力失稳的原因有:开采深度、顶底板夹持作用、顶底板破断、煤岩物理力学性质、应力集中。结果表明:底板的撬动作用是工作面煤层失稳的动力来源,该煤层具备发生动力失稳的条件,B3+6煤层工作面相向采掘导致掘进工作面与采煤工作面超前压力叠加,应力集中较为严重。应对该煤层及顶底板实施爆破卸压与注水弱化,来释放积聚在煤岩体中的弹性势能,并优化采掘布置。