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Top coal caving mining technique in thick coal seam beneath the earth dam

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International Journal of Mining Science and Technology 2017年第1期27卷 165-170页

作者： guo wenbing Tan Yi Bai Erhu iaozuo 454000 China Synergism Innovative Center of Coal Safety Production in Henan Province Jiaozuo 454000China

It is important to study the mining technology under structures for raising the coal resources recovery ratio. Based on the geological and mining conditions, the top coal caving harmonic mining technique in thick coal seam beneath the earth dam was put forward and studied. The 5 factors such as the panel mining direction, panel size, panel location, panel mining sequence and panel advance velocity were taken into account in this technique. The dam movement and deformation were predicted after the thick coal seam mining and the effects of mining on the dam were studied. By setting up the surveying stations on the dam, the movement and deformation of the dam were observed during mining. By taking some protective measures on the dam, the top coal caving mining technique in thick coal seam beneath the earth dam was carried out successfully. The study demonstrates that harmonic mining in thick coal seam is feasible under the dam. The safety of the earth dam after mining was ensured and the coal resources recovery ratio was improved.

关键词： Earth dam Thick coal seam Top coal caving mining Harmonic mining Mining damages and protection

Fractured zone height of longwall mining and its effects on the overburden aquifers

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International Journal of Mining Science and Technology 2012年第5期22卷 603-606页

作者： guo wenbing Zou Youfeng Hou Quanlin Key Laboratory of Comutional Geodynamics Chinese Academy of Scicence Beijing 100049. China School of Energy Science and Engineering Henan Polytechnic University Jiaozuo 454000. China

As mining depth becomes deeper and deeper,the possibility of undermining overburden aquifers is increasing.It is very important for coal miners to undertake studies on the height of fractured zone during longwall mining and the effects of longwall mining on the underground water while mining under surface water bodies and underground aquifers.In order to study this problem,piezometers for monitoring underground water levels were installed above the longwall panels in an American coalmine.Large amounts of pre-mining,during mining and post-mining monitoring data were collected.Based on the data,the heights of fractured zones were obtained and the effects of longwall mining on the underground water were studied.The results demonstrate that when the piezometer monitoring wells had an interburden thickness of less than 72.7 m,the groundwater level decreased immediately to immeasurable levels and the wells went dry after undermining the face of longwall.The height of the fractured zone is 72.7-85.3 m in the geological and mining conditions.The results also show that the calculated values of fractured zones by the empirical formulae used in China are smaller than the actual results.Therefore,it is not always safe to use them for analyses while mining under water bodies.

关键词：地下含水层长壁开采裂隙带高度上覆岩层地下水位裂隙发育带水体下开采监测井

Numerical simulation of overburden and surface movements for Wongawilli strip pillar mining

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International Journal of Mining Science and Technology 2016年第1期26卷 71-76页

作者： guo wenbing Xu Feiya School of Energy Science and Engineering Henan Polytechnic University Jiaozuo 454000 China Synergism Innovative Center of Coal Safety Production in Henan Province Jiaozuo 454000 China

The Wongawilli strip pillar mining technique,which combines the strip pillar mining layout and Wongawilli mining technology,is a new high efficient mining technology for mining under surface structures. The Wongawilli strip pillar mining technique was studied in this paper using theoretical analysis and numerical simulation. As an example,the geological and mining conditions of a coal mine were used to design the Wongawilli strip pillar plans,including the support parameters of the entries and the mining technology. In order to control the surrounding rocks and manage the roof effectively during coal mining,the stress fields,displacement fields and plastic zones were studied by numerical simulation. The stress fields,displacement fields,and plastic zones generated by Wongawilli strip pillar mining were obtained. And the surface movement and deformation were also determined after mining was completed and its effects on surface structures were analyzed and evaluated. The results demonstrate that it is feasible to mine under surface structures with the Wongawilli strip pillar mining technique. This mining method can protect the surface structures from damages.

关键词：条带开采技术数值模拟地表运动地表移动和变形覆岩表面结构采煤技术开采布局

兴运煤矿河流下厚煤层开采安全性分析和防控技术

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采矿与安全工程学报 2024年第2期41卷 305-314页

作者：郭文兵吴东涛杨伟强马志宝刘玄河南理工大学能源科学与工程学院河南焦作454000 煤炭安全生产与清洁高效利用省部共建协同创新中心河南焦作454000

为掌握厚煤层开采覆岩破坏及导水裂隙发育规律,综合运用理论分析、数值模拟、地表钻孔冲洗液漏失量现场观测和钻孔电视相结合的研究方法,对某矿工作面煤层上方覆岩破坏及导水裂隙发育规律进行了研究。提出了河流下厚煤层开采覆岩导水裂... 详细信息

为掌握厚煤层开采覆岩破坏及导水裂隙发育规律,综合运用理论分析、数值模拟、地表钻孔冲洗液漏失量现场观测和钻孔电视相结合的研究方法,对某矿工作面煤层上方覆岩破坏及导水裂隙发育规律进行了研究。提出了河流下厚煤层开采覆岩导水裂隙带发育高度计算方法,揭示了厚煤层开采覆岩破坏形态及裂隙发育过程,分析了河流下采煤安全性,开展了河流下煤层开采地表河流综合防治技术研究并进行了实施。结果表明:研究区河流下厚煤层开采的导水裂隙带高度为118.5 m,裂采比为21.5;理论分析和数值模拟得到的导水裂隙带发育高度与现场实测结果一致,导水裂隙带高度呈阶梯形上升,每个阶段均有突增点,基本顶周期性破断后,基本顶上覆岩层易发生整体断裂下沉,最终表现为阶段稳定及突增现象;导水裂隙带在埋深较浅处(如河床)将直接发育到地表,没有防水安全煤岩柱;针对河流下厚煤层开采安全问题,提出了河流下采煤的安全技术措施,包括地面河流水体处理、河底内封堵导水通道、井下防治水等,彻底解除了河流下采煤的安全隐患,实现了河流下厚煤层安全开采。

关键词：河流下采煤导水裂隙带漏失量钻孔电视水害防治

采空区不同岩性破碎岩石压实变形及声发射特征研究

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采矿与安全工程学报 2024年第2期41卷 384-394页

作者：温蓬郭文兵白二虎吴东涛王比比马志宝杨伟强河南理工大学能源科学与工程学院河南焦作454000 西南科技大学环境与资源学院四川绵阳621010 煤炭安全生产与清洁高效利用省部共建协同创新中心河南焦作454000

采空区不同岩性冒落破碎矸石的压实特性及承载力学性质对上覆岩层移动破坏有重要影响。采用侧限压缩试验与声发射测试试验方法,对相同级配的砂岩、砂质泥岩两种单一岩性及砂岩-砂质泥岩组合岩性破碎岩石在侧限压缩条件下的变形特征、破... 详细信息

采空区不同岩性冒落破碎矸石的压实特性及承载力学性质对上覆岩层移动破坏有重要影响。采用侧限压缩试验与声发射测试试验方法,对相同级配的砂岩、砂质泥岩两种单一岩性及砂岩-砂质泥岩组合岩性破碎岩石在侧限压缩条件下的变形特征、破碎特征及不同压缩阶段的声发射特征进行了研究。结果表明:在加载前期,破碎岩石的应变随时间的变化曲线存在直线上升段,随时间增加,呈现急剧上升后趋于平缓的特征;不同单一及组合岩性破碎岩石在侧限受压过程中应力与应变均呈非线性关系;根据破碎岩石的应力-应变特征将破碎岩石的压缩变形过程划分为快速压密阶段、缓慢压实阶段及稳定压固阶段。随着轴向压力逐渐增大,破碎岩样的大颗粒骨架破坏、中等颗粒移位滑动、小颗粒填充孔隙;不同岩性的应变与应力呈正相关关系,孔隙率与应力呈负相关关系,组合岩性岩样介于单一岩性岩样之间;不同单一、组合岩性比例与破碎岩样分形维数呈指数函数关系;基于压实变形声发射测试试验结果将破碎岩石压缩过程划分为滑移流动变形阶段、压裂变形填充阶段及压密弹性变形3个阶段;不同阶段破碎岩样的累计计数及累计能量曲线均表现出阶段性的变化特征,随着应力增加,前期声发射累计振铃计数及累计能量表现出先快速线性增加,后趋于平缓,再上升的趋势,后期增加速率逐渐减小,曲线逐渐趋于平缓;组合岩性岩样的声发射累计计数及能量均介于单一岩性岩样之间。研究结果为采空区上覆岩层及地表移动、采空区安全治理提供有力的理论指导。

关键词：采空区破碎岩石压实特性分形维数声发射监测

Clonal variation in growth,PSII photochemical activity and polar metabolites in Pinus elliottii×P.caribaea

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Journal of Forestry Research 2022年第1期33卷 63-74页

作者： wenbing guo Fencheng Zhao Yang Liu Zhen Li Huishan Wu Yiliang Li Fangyan Liao Guangdong Provincial Key Laboratory of Silviculture Protection and UtilizationGuangdong Academy of Forestry.Address:No.233 Guangshan First RoadTianhe DistrictGuangzhou 510520People’s Republic of China

Pinus elliottii×P.caribaea is a widely planted commercial tree hybrid in South China.To investigate the potential of physiological parameters for clonal selection,cuttings of three clones(EH3,EH4 and EH5)and a control were grown in phosphorus treated pots.Significant variations to phosphorous,photosystem II activity and polar metabolite abundance in needles were noted among clones.Clone EH5 was the most P-responsive and had maximum height growth.The highest maximum quantum yield of PSII in the dark(F_(v)/F_(m)),maximum quantum yield of PSII in the light(F_(v)'/F_(m)')and the actual PSII efficiency(Φ_(PSII))values were also found in EH5.A total of 64 polar metabolites were identified,21 were regulated by phosphorous,while 28 accumulated differentially among the three clones.There were few overlapping responsive metabolites to phosphorous fertilization.In EH5,the abundance of maltotriitol,neohesperidin and raffinose were highest,whereas galactinol and shikimic acid were lower compared with EH3 and EH4.The results reveal that physiological traits were genetically controlled and might be useful for selecting clones with high phosphorous utilization efficiency.

关键词： Carbohydrates Chlorophyll fuorescence parameters Metabolic profiling Phosphorus fertilization Physiological traits

Mechanical properties and damage characteristics of solidified body-coal combination in continuous driving and gangue backfilling

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International Journal of Mining Science and Technology 2023年第10期33卷 1217-1228页

作者： Yi Tan Hao Cheng wenbing guo Erhu Bai Shaopu Zhang Yu Wang Zihao Li School of Energy Science and Engineering Henan Polytechnic UniversityJiaozuo 454000China State Collaborative Innovation Center of Coal Work Safety and Clean-Efficiency Utilization Henan Polytechnic UniversityJiaozuo 454000China

Recovery of the coal buried under buildings,railways and water bodies and the residual coal in irregularly arranged fully mechanized mining faces is a common engineering problem facing underground coal mining.In this study,a mining technology of continuous driving and gangue backfilling(CDGB)was proposed.The technology,which can not only alleviate ground subsidence and gangue discharge,but also release the above-mentioned coals,contributes to green and efficient sustainable development of mining.The stability of the system of the solidified body-reserved coal pillar combination(S-C combination)is crucial to the CDGB technology.Therefore,it is of great significance to explore the mechanical and damage characteristics of S-C combination in the synergistic bearing process.First,four sets of differentshaped S-C combination specimens were fabricated and a S-C combination bearing structure in CDGB was constructed to explore the differences in mechanical characteristics and damage modes of different-shaped S-C combination specimens during CDGB.Subsequently,their surface strain field evolutions and acoustic emission(AE)response characteristics in the load-bearing process were obtained with the aid of the digital image correlation technique and the AE signal monitoring system.Furthermore,a damage evolution model based on AE parameters and mechanical parameters was established to clarify the damage evolution law.The following results were obtained:(1)The free area of S-C combination can serve as a quantitative index to evaluate the stability of the overburden control system;(2)The concept of critical value k of the free area was first proposed.When the free area exceeds the critical value k(free area ratio greater than 1.13),the deformation resistance and the free area changes becomes negatively correlated;(3)As the free area expands,the failure of the S-C combination specimen evolves from tensile failure to shear failure.The distribution characteristics of the axial strain field also verified such a change in the failure

关键词： Continuous driving and gangue backfilling Solidified body-coal combination Mechanical properties Damage characteristics Digital image correlation technology Acoustic emission

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航空计算技术工业软件云化研究

山西电子技术 2024年第1期 116-118,122页

作者：徐瑞杨永胡春馨郭文彬航空工业西安航空计算技术研究所陕西西安710065

CFD软件作为CAE工业软件中的一种,主要针对空气动力学进行仿真计算。传统的CFD软件部署在高性能计算环境,用计算数值求解流体力学问题。本文从传统的计算部署现状分析及瓶颈出发,基于云计算的基础架构虚拟化、集群技术、工业软件服务化... 详细信息

CFD软件作为CAE工业软件中的一种,主要针对空气动力学进行仿真计算。传统的CFD软件部署在高性能计算环境,用计算数值求解流体力学问题。本文从传统的计算部署现状分析及瓶颈出发,基于云计算的基础架构虚拟化、集群技术、工业软件服务化、容器部署应用、容器调度技术介绍,阐述了云计算对CFD工业软件计算技术效率提升和创新应用的支持。通过对工业软件基于云计算技术的云化研究探讨,对构建基于下一代云计算服务大平台的工业软件平台创新研发体系具有重要意义。

关键词： CFD 工业软件云计算微服务容器技术

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河流下多煤层开采安全性及保护技术

绿色矿山

绿色矿山 2024年第1期2卷 1-10页

作者：郭文兵王比比杨伟强胡超群河南理工大学能源科学与工程学院河南焦作454003 煤炭安全生产河南省协同创新中心河南焦作454003

我国新疆地区干旱缺水,艾维尔沟河作为新疆一条具有重要地理特征和环境影响的河流,其对于流经区域的经济、生态都具有重要意义,因此在艾维尔沟河下进行煤炭开采时,既要保证矿井安全也要保证河流的正常使用。采用理论分析、数值模拟等方... 详细信息

我国新疆地区干旱缺水,艾维尔沟河作为新疆一条具有重要地理特征和环境影响的河流,其对于流经区域的经济、生态都具有重要意义,因此在艾维尔沟河下进行煤炭开采时,既要保证矿井安全也要保证河流的正常使用。采用理论分析、数值模拟等方法对河流下多煤层开采安全性及河流保护技术进行研究,通过理论计算得到多煤层开采条件下,覆岩导水裂隙带发育高度(11401工作面为41.9 m、1502工作面为110 m、11401工作面为113.8 m)并绘制剖面示意图;同时,采用数值模拟方法对覆岩导水裂缝发育形态及高度进行确定,最终基于导水裂隙带高度(117.8 m)与最小煤层埋藏深度(191.5 m)的相互关系,确定河流下开采是安全的可行的。在保证河流下煤层安全开采的前提下,通过分析离层注浆原理,并结合采动影响特征参数及工程现场,提出了以离层注浆为主,河道防渗及优化开采设计为辅的多手段对采动影响范围内地表特定目标的精准保护技术。根据实际采矿地质条件,采用概率积分法计算试采工作面开采前后河道位置处地表移动变形,计算结果显示:采用离层注浆精准保护技术后,河道的最大水平变形值(2 mm/m)未超出允许坝体的极限变形值(2.5 mm/m),所以采用离层注浆精准保护技术可以实现,井下安全开采的同时,保证河道的正常使用。通过对河流下多煤层开采的安全性及保护技术的分析研究,为矿山绿色开采提供参考和借鉴。

关键词：绿色开采河流下采煤导水裂隙带高度离层注浆多煤层开采