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Deformation mechanism and treatment technology research of coal pillars in acute inclined goafs under expressway 被引量:1
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作者 Bao Wei-Xing Ma Zhi-Wei +1 位作者 Lai Hong-Peng Chen Rui 《Applied Geophysics》 2025年第1期161-175,235,共16页
When the expressway crosses the goafs inevitably,the design is generally to build the road on coal pillars as much as possible.However,the existing coal pillars are often unable to meet relevant requirements of highwa... When the expressway crosses the goafs inevitably,the design is generally to build the road on coal pillars as much as possible.However,the existing coal pillars are often unable to meet relevant requirements of highway construction.Combining three-dimensional physical model tests,numerical simulations and field monitoring,with the Urumqi East Second Ring Road passing through acute inclined goafs as a background,the deformation and failure mechanism of the overlying rock and coal pillars in acute inclined goafs under expressway load were studied.And in accordance with construction requirements of subgrade,comprehensive consideration of the deformation and instability mechanism of acute inclined goafs,the treatment measures and suggestions for this type of geological disasters were put forward.The research results confirmed the rationality of coal pillars in acute inclined goafs under the expressway through grouting.According to the ratio of diff erent overlying rock thickness to coal pillar height,the change trend and value of the required grouting range were summarized,which can provide reference for similar projects. 展开更多
关键词 model test acute inclined goafs SUBGRADE deformation mechanism treatment technology
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Energy instability mechanism of existing goaf roof under impact load 被引量:1
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作者 GU Jinze CHANG Yuan +5 位作者 REN Fuqiang ZOU Baoping ZHU Chun WU Fei ZHANG Xiaoyun CHEN Bingbing 《Journal of Mountain Science》 2025年第5期1734-1747,共14页
The stability and fracture behavior of a goaf roof beneath an open-pit bench are critical concerns,especially under impact loading.However,the effect of the thickness-to-span ratio on dynamic failure modes remains lar... The stability and fracture behavior of a goaf roof beneath an open-pit bench are critical concerns,especially under impact loading.However,the effect of the thickness-to-span ratio on dynamic failure modes remains largely unexplored,as existing research focuses mainly on static stability.Energy dissipation and instability evolution under impact loading require further study.To address this gap,this study conducts drop-weight impact experiments on specimens with circular perforations,complemented by numerical simulations.By integrating dimensional analysis,cusp catastrophe theory,and strength reduction techniques,the dynamic instability mechanism of goaf roofs with varying thickness-to-span ratios is revealed.Results show that the thickness-to-span ratio significantly influences energy accumulation and dissipation during roof failure.A higher ratio increases both the magnitude and rate of energy dissipation,particularly during crack initiation and stable propagation,while its impact diminishes in the final failure stage.Optimizing the thickness-to-span ratio within a critical range enhances structural stability,improving the safety factor by up to 83%.However,beyond a certain threshold,additional thickness yields diminishing benefits.This study provides new insights into the energy-based instability mechanism of goaf roofs under impact loads,establishing a theoretical foundation for early warning systems and optimized safety design. 展开更多
关键词 Drop weight impact goaf roof Thickness-to-span ratio Dimensional analysis Energy mutation
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Study on the Characteristics of High-Frequency Electromagnetic Wave Detection in Goaf Areas along Coal Seam Boreholes
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作者 Maolin Yang 《Journal of Environmental & Earth Sciences》 2025年第7期272-284,共13页
China has a long history of coal mining,among which open-pit coal mines have a large number of small coal mine goafs underground.The distribution,shape,structure and other characteristics of goafs are isolated and dis... China has a long history of coal mining,among which open-pit coal mines have a large number of small coal mine goafs underground.The distribution,shape,structure and other characteristics of goafs are isolated and discontinuous,and there is no definite geological law to follow,which seriously threatens the safety of coal mine production and personnel life.Conventional ground geophysical methods have low accuracy in detecting goaf areas affected by mechanical interference from open-pit mines,especially for waterless goaf areas,which cannot be detected by existing methods.This article proposes the use of high-frequency electromagnetic waves for goaf detection.The feasibility of using drilling radar to detect goaf was theoretically analyzed,and a goaf detection model was established.The response characteristics of different fillers in the goaf under different frequencies of high-frequency electromagnetic waves were simulated and analyzed.In a certain open-pit mine in Inner Mongolia,100MHz high-frequency electromagnetic waves were used to detect the goaf through directional drilling on the ground.After detection,excavation verification was carried out,and the location of one goaf detected was verified.The results of engineering practice show that the application of high-frequency electromagnetic waves in goaf detection expands the detection radius of boreholes,has the advantages of high efficiency and accuracy,and has important theoretical and practical significance. 展开更多
关键词 Underground Coal Mine goaf High-Frequency Electromagnetic Wave(HFEW) BOREHOLE
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Comprehensive Utilization of Borehole AFET and Logging Method Detecting Goaf Area in Coal Mines
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作者 Zipeng Guo 《Journal of Environmental & Earth Sciences》 2025年第5期1-16,共16页
China,as the world’s largest coal producer and consumer,faces increasingly severe challenges from coal mine goaf areas formed through decades of intensive mining.These underground voids,resulting from exhausted resou... China,as the world’s largest coal producer and consumer,faces increasingly severe challenges from coal mine goaf areas formed through decades of intensive mining.These underground voids,resulting from exhausted resources or technical limitations,not only cause environmental issues like land subsidence and groundwater contamination but also pose critical safety risks for ongoing mining operations,including water inrushes,gas outbursts,and roof collapses.Conventional geophysical methods such as seismic surveys and electromagnetic detection demonstrate limited effectiveness in complex geological conditions due to susceptibility to electrical heterogeneity,electromagnetic interference,and interpretation ambiguities.This study presents an innovative integrated approach combining the Audio-Frequency Electrical Transillumination(AFET)method with multi-parameter borehole logging to establish a three-dimensional detection system.The AFET technique employs 0.1–10 kHz electromagnetic waves to identify electrical anomalies associated with goafs,enabling extensive horizontal scanning.This is complemented by vertical high-resolution profiling through borehole measurements of resistivity,spontaneous potential,and acoustic velocity.Field applications in Shanxi Province’s typical coal mines achieved breakthrough results:Using a grid-drilling pattern(15 m spacing,300 m depth),the method successfully detected three concealed goafs missed by conventional approaches,with spatial positioning errors under 0.5 m.Notably,it accurately identified two un-collapsed water-filled cavities.This surface-borehole synergistic approach overcomes single-method limitations,enhancing goaf detection accuracy to over 92%.The technique provides reliable technical support for safe mining practices and represents significant progress in precise detection of hidden geological hazards in Chinese coal mines,offering valuable insights for global mining geophysics. 展开更多
关键词 Underground Coal Mine goaf Audio-Frequency Electrical Transillumination(AFET) Gamma Logging Borehole Imaging
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CO_(2) Mineralized Full Solid Waste Cementitious Material for Coal Mine Goaf Filling and Carbon Sequestration Potential Assessment
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作者 Bo Wang Huaigang Cheng +4 位作者 Xiong Liu Zichen Di Huiping Song Dongke Zhang Fangqin Cheng 《Engineering》 2025年第5期70-80,共11页
Coal is an essential component of global energy;however,the processes of coal mining and utilization produce significant amounts of coal mine goafs,accompanied by coal-based solid wastes and emitted CO_(2),resulting i... Coal is an essential component of global energy;however,the processes of coal mining and utilization produce significant amounts of coal mine goafs,accompanied by coal-based solid wastes and emitted CO_(2),resulting in severe ecological and environmental challenges.In response to this issue,this study pro-poses a novel approach for filling coal mine goafs using cementitious materials prepared by coal-based solid wastes mineralized with CO_(2)(15%in concentration).The CO_(2) sequestration capacities of individual solid wastes are ranked as follows:carbide slag(CS)>red mud(RM)>fly ash(FA).The performance of filling material prepared from composite solid waste(FA-CS-RM)mineralized with CO_(2) meets the filling requirements of goaf.The filling material(F60C20R20)obtained by CO_(2) mineralization was 14.9 MPa in maximum compressive strength,increasing by 32.2%compared to the non-mineralized material.The prepared filling material exhibits excellent CO_(2) sequestration capacity(i.e.,14.4 kg·t^(−1) in maximum amount of CO_(2) sequestration).According to the analysis of carbon sequestration potential,in China,the annual production of FA,CS,and RM is approximately 899,30,and 107 Mt,respectively in the year of 2023.The utilization of FA,CS,and RM individually can achieve carbon emission reductions of 3.42,10.78,and 0.61 Mt,respectively.The composite solid waste(FA-CS-RM)mineralized with CO_(2) can achieve 1.23 Mt in carbon emissions reduction.Additionally,taking Yellow River Basin of China as a case study,the total volume of underground space in coal mine goafs from 2016 to 2030 is estimated at 8.16 Gm3,indicating that this technology can sequester 0.18 Gt of CO_(2).This approach offers a promising solution for large-scale flue gas CO_(2) sequestration,recycling coal-based solid wastes,and remediating coal mine goafs,contributing to green utilization of coal and the emission reduction of carbon. 展开更多
关键词 CO_(2)mineralization Solid waste Coal mine goaf Filling material Carbon sequestration potential assessment
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Study on the diffusion and migration law of CO_(2)sequestrated in abandoned coal mine goaf
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作者 Haiyang Zhou Yu Wu +2 位作者 Chunhui Liu Haozhe Geng Chenyu Yao 《Deep Underground Science and Engineering》 2025年第4期530-547,共18页
The potential for CO_(2)sequestration in the goaf of abandoned coal mines is significant due to the extensive fracture spaces and substantial residual coal present.Firstly,the adsorption characteristics of residual co... The potential for CO_(2)sequestration in the goaf of abandoned coal mines is significant due to the extensive fracture spaces and substantial residual coal present.Firstly,the adsorption characteristics of residual coal in goaf on CO_(2)were studied by the isothermal adsorption test of CO_(2).Then,to accurately calculate the amount of adsorbed CO_(2)within the residual coal in the goaf,the bidisperse diffusion numerical model considering only Fick diffusion was modified in combination with the diffusion mechanisms.The simulation results showed that the modified model can well describe the diffusion behavior of CO_(2)in the residual coal matrix.Finally,the numerical simulation of CO_(2)sequestration in the goaf of abandoned coal mines was carried out,and the influence of different injection well deployment positions and various thicknesses of residual coal on the migration law and storage effect of CO_(2)in goaf was analyzed.The results showed that CO_(2)preferentially flowed into the caving zone with higher permeability.The distribution of CO_(2)streamlines in the goaf was the most dense in the caving zone and the streamlines in the fracture zone were gradually sparse from bottom to top.When the injection well was deployed at the interface of the two zones,the CO_(2)had the best seepage path.The total storage capacity within90 days was 7.702754×10^(6)kg,of which the free state storage capacity in the fracture of the goaf and the adsorbed state storage capacity in the residual coal were 6.611451×10^(6)and 1.091303×10^(6)kg,respectively.When the injection well was deployed in the middle of the residual coal seam in the goaf and the middle of the fracture zone,the total storage capacity at the same time was 7.613508×10^(6)and 6.021495×10^(6)kg,respectively.The coal with different thicknesses remaining at the bottom of the goaf significantly affected the adsorbed state storage,but had little effect on the free state storage.When the thickness of the residual coal seam was 0.20,0.35,and 0.50 m,the adsorbed state storage capacity within 130 days was 4.37623×10^(5),7.65791×10^(5),and 1.093406×10^(6)kg,respectively. 展开更多
关键词 abandoned coal mine goaf CO_(2)geological sequestration fluid-solid coupling
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通风方式对沿空留巷采空区自燃危险区域影响分析
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作者 张春 王蓉蓉 +1 位作者 郑旭峰 张帅杰 《中国安全生产科学技术》 北大核心 2026年第2期106-112,共7页
为研究不同通风方式下沿空留巷采空区的气体分布特征,以黑眼泉矿SA1104工作面为工程背景,采用数值模拟方法从三维层面上对比“Y”型通风与“W”型通风2种方式下采空区的漏风流场特征及自燃危险区域分布规律。研究结果表明:“Y-2”型、“... 为研究不同通风方式下沿空留巷采空区的气体分布特征,以黑眼泉矿SA1104工作面为工程背景,采用数值模拟方法从三维层面上对比“Y”型通风与“W”型通风2种方式下采空区的漏风流场特征及自燃危险区域分布规律。研究结果表明:“Y-2”型、“Y-1”型与“W”型通风方式下,自燃区域面积占比分别为34.2%,27.5%和23.4%。在“Y”型通风方式下,采空区浅部与深部漏风流相互连通,整体呈扇形运移;而“W”型通风方式下,采空区浅部与深部漏风流不连通,采空区内氧气体积分数分布不均匀。综合分析认为,“Y-1”型通风方式在降低沿空留巷采空区煤炭自燃风险方面效果更佳。研究结果可为矿井通风安全设计和煤炭自燃防治提供参考。 展开更多
关键词 自燃危险区域 沿空留巷 通风方式 数值模拟 漏风流场
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矿山采空区特征及稳定性评价与治理措施研究——以烟台昆嵛山自然保护区为例
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作者 黄震 戚向阳 +3 位作者 谢军 许京平 王朝 邹玮 《资源信息与工程》 2026年第1期93-96,共4页
本文以山东省烟台市昆嵛山国家级自然保护区历史遗留非煤矿山采空区为研究对象,通过地质调查、物探解译及钻探验证,系统分析了采空区空间分布、地质背景及稳定性特征。共圈定采空区3处(CK1—CK3),总体积达3.06×10^(4) m^(3),最大埋... 本文以山东省烟台市昆嵛山国家级自然保护区历史遗留非煤矿山采空区为研究对象,通过地质调查、物探解译及钻探验证,系统分析了采空区空间分布、地质背景及稳定性特征。共圈定采空区3处(CK1—CK3),总体积达3.06×10^(4) m^(3),最大埋深63.5 m,主要威胁周边农田、果园及居民安全。基于极限平衡分析法与塌落自行填塞法,将采空区划分为危险性大、中、小三级,并提出针对性治理方案,为类似矿区生态修复与灾害防控提供科学依据。 展开更多
关键词 地质灾害 采空区 稳定性评价 昆嵛山
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固废基灌浆料胶结再生骨料回填体力学性能及损伤演化
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作者 金佳旭 刘涛 +1 位作者 王超 左胜浩 《绿色矿山》 2026年第1期79-89,共11页
针对矿山采空区回填处置的需求,为实现铁尾矿、建筑垃圾等固体废弃物的协同资源化利用,研究了利用机制砂石粉(MMS)改性水泥–尾矿灌浆料(CTG),制备了胶结再生骨料回填体(RAFB),通过单轴压缩试验与声发射(AE)技术实时监测,系统分析了不... 针对矿山采空区回填处置的需求,为实现铁尾矿、建筑垃圾等固体废弃物的协同资源化利用,研究了利用机制砂石粉(MMS)改性水泥–尾矿灌浆料(CTG),制备了胶结再生骨料回填体(RAFB),通过单轴压缩试验与声发射(AE)技术实时监测,系统分析了不同固体质量分数(MF)和水灰比(W/C)下RAFB的力学性能与损伤演化过程。结果表明:RAFB的抗压强度主要取决于CTG的力学性能和灌注度。声发射参数(振铃计数、能量、b值、AF与RA值)对应力发展的响应具有明显的时变响应规律,能有效表征RAFB的损伤演化。RAFB的破坏过程可分为压实、弹性、塑性屈服和破坏4个阶段,其损伤变量演化呈现缓慢增长与快速增长2阶段特征,最终收敛于完全破坏。基于AF与RA值的分析表明,回填体的破坏以拉伸模式为主,且随W/C增大,拉伸破坏比例由68.3%增至75.6%。研究结果为MMS改性回填体的工程应用与损伤预警提供了理论依据。 展开更多
关键词 机制砂石粉 采空区回填 胶结再生骨料回填体 声发射技术 损伤演化
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Bayes discriminant analysis method to identify risky of complicated goaf in mines and its application 被引量:26
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作者 胡玉玺 李夕兵 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2012年第2期425-431,共7页
A Bayes discriminant analysis method to identify the risky of complicated goaf in mines was presented. Nine factors influencing the stability of goaf risky, including uniaxial compressive strength of rock, elastic mod... A Bayes discriminant analysis method to identify the risky of complicated goaf in mines was presented. Nine factors influencing the stability of goaf risky, including uniaxial compressive strength of rock, elastic modulus of rock, rock quality designation (RQD), area ratio of pillar, ratio of width to height of pillar, depth of ore body, volume of goaf, dip of ore body and area of goal, were selected as discriminant indexes in the stability analysis of goal. The actual data of 40 goals were used as training samples to establish a discriminant analysis model to identify the stability of goaf. The results show that this discriminant analysis model has high precision and misdiscriminant ratio is 0.025 in re-substitution process. The instability identification of a metal mine was distinguished by using this model and the identification result is identical with that of practical situation. 展开更多
关键词 goaf risky identification Bayes discriminant analysis metal mines
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Integration system research and development for three-dimensional laser scanning information visualization in goaf 被引量:2
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作者 罗周全 黄俊杰 +2 位作者 罗贞焱 汪伟 秦亚光 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2016年第7期1985-1994,共10页
An integration processing system of three-dimensional laser scanning information visualization in goaf was developed. It is provided with multiple functions, such as laser scanning information management for goaf, clo... An integration processing system of three-dimensional laser scanning information visualization in goaf was developed. It is provided with multiple functions, such as laser scanning information management for goaf, cloud data de-noising optimization, construction, display and operation of three-dimensional model, model editing, profile generation, calculation of goaf volume and roof area, Boolean calculation among models and interaction with the third party soft ware. Concerning this system with a concise interface, plentiful data input/output interfaces, it is featured with high integration, simple and convenient operations of applications. According to practice, in addition to being well-adapted, this system is favorably reliable and stable. 展开更多
关键词 goaf laser scanning visualization integration system 1 Introduction The goaf formed through underground mining of mineral resources is one of the main disaster sources threatening mine safety production [1 2]. Effective implementation of goaf detection and accurate acquisition of its spatial characteristics including the three-dimensional morphology the spatial position as well as the actual boundary and volume are important basis to analyze predict and control disasters caused by goaf. In recent years three-dimensional laser scanning technology has been effectively applied in goaf detection [3 4]. Large quantities of point cloud data that are acquired for goaf by means of the three-dimensional laser scanning system are processed relying on relevant engineering software to generate a three-dimensional model for goaf. Then a general modeling analysis and processing instrument are introduced to perform subsequent three-dimensional analysis and calculation [5 6]. Moreover related development is also carried out in fields such as three-dimensional detection and visualization of hazardous goaf detection and analysis of unstable failures in goaf extraction boundary acquisition in stope visualized computation of damage index aided design for pillar recovery and three-dimensional detection
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煤柱宽度对埋地管道安全性的影响机制研究
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作者 程新亮 孙东旭 +4 位作者 任帅 李政昊 于洋 周振洋 王畅 《中国安全生产科学技术》 北大核心 2026年第1期64-71,共8页
为探究条带式煤矿开采中煤柱宽度对埋地管道安全性的影响机制,基于概率积分法和非线性有限元方法,建立“煤柱-管道-地质体”耦合作用的三维数值模型,研究煤柱宽度对围岩结构及上方埋地管道的影响规律。研究结果表明:煤柱宽度约20 m时,... 为探究条带式煤矿开采中煤柱宽度对埋地管道安全性的影响机制,基于概率积分法和非线性有限元方法,建立“煤柱-管道-地质体”耦合作用的三维数值模型,研究煤柱宽度对围岩结构及上方埋地管道的影响规律。研究结果表明:煤柱宽度约20 m时,弹性核区可有效隔断塑性区并维持围岩稳定;合理设置煤柱宽度能分散管道集中应力,使应力曲线由“单拱型”变为“双拱型”;管道最大形变随煤柱宽度增加呈指数衰减,且不同采厚下对应特定煤柱宽度可实现围岩自稳与轴向截面应力分布优化。通过融合半经验公式与威尔逊理论,提出“煤柱安全-管道应力优化”的双控准则,明确不同工况下煤柱宽度与管道安全的定量关系。研究结果对保障能源运输基础设施安全及煤柱参数设计优化具有参考价值。 展开更多
关键词 采空区 煤柱稳定性 围岩稳定性 数值仿真 管道安全
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关闭/废弃矿井采空区反射无线电波勘探方法及应用
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作者 庞瑶 吴荣新 +1 位作者 王锦国 胡泽安 《煤田地质与勘探》 北大核心 2026年第2期214-225,共12页
【目的和方法】关闭/废弃矿井数量庞大,重新开发和利用关闭/废弃矿井具有重大研究意义及生产价值。我国关闭/废弃矿井能源、空间资源的二次开发和利用起步较晚,基础理论和关键技术研究相对薄弱。为研究关闭/废弃矿井采空破坏区地下空间... 【目的和方法】关闭/废弃矿井数量庞大,重新开发和利用关闭/废弃矿井具有重大研究意义及生产价值。我国关闭/废弃矿井能源、空间资源的二次开发和利用起步较晚,基础理论和关键技术研究相对薄弱。为研究关闭/废弃矿井采空破坏区地下空间发育特征,提出一种基于反射无线电波的关闭/废弃矿井采空区勘探方法,在关闭/废弃矿井工作面上/下方或两侧岩石巷道中,布设同源检距观测系统的反射无线电波勘探施工。构建三维层状地电数值模型,模拟并分析均匀采空破坏区和含水/瓦斯采空破坏区条件下,多频率和多源检距的反射无线电波响应特征。【结果和结论】采空破坏区均匀介质中反射无线电波场图像呈直线状,含水/瓦斯异常构造时,其会削弱/增强反射波信号,反射无线电波接收磁场强度曲线呈“凹”/“凸”状。开展了地下隧道物理相似模拟试验,模拟实验结果分为明显的五段,与隧道真实地质条件相符,验证了反射无线电波勘探方法的有效性。结合已有经验,在关闭/废弃矿井工作面展开了反射无线电波探测实验并获取数据,实验结果准确反映了9号煤中异常区可能存在的地质异常,与回采调查资料及钻探结果一致,取得了较好的应用效果。利用反射无线电波探测矿井采空区及异常体的可行性得到了验证,为关闭/废弃矿井地下空间探查提供了一个新方法。 展开更多
关键词 关闭/废弃矿井 无线电波勘探 反射无线电波 采空区 多频
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露天矿下伏采空区群影响下边坡稳定性研究
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作者 赵海峰 刘利科 +3 位作者 王礼杰 贾兰 曹博 郭嘉欣 《工矿自动化》 北大核心 2026年第1期161-169,共9页
为探究露天−地下联合开采模式下,下伏采空区群对边坡稳定性的影响,以大煤沟露天矿采场西帮排土场−采场复合边坡为研究对象,选取W1剖面下伏6个工作面采空区和W2剖面下伏4个工作面采空区为计算剖面,采用UDEC数值模拟软件依次模拟分析各工... 为探究露天−地下联合开采模式下,下伏采空区群对边坡稳定性的影响,以大煤沟露天矿采场西帮排土场−采场复合边坡为研究对象,选取W1剖面下伏6个工作面采空区和W2剖面下伏4个工作面采空区为计算剖面,采用UDEC数值模拟软件依次模拟分析各工作面采空区形成后覆岩的位移、剪应变变化规律,探明采空区群形成的垮落带、断裂带和弯曲下沉带发育特征;基于“三带”分布特征构建了边坡工程地质模型,采用极限平衡法计算了考虑与未考虑“三带”影响下的边坡稳定性系数;结合Mohr−Coulomb准则进行边坡稳定性数值模拟分析,揭示了采空区群影响下的滑坡机理。研究结果表明:采空区上覆岩层呈梯形垮落,且随着采空区数量增加,产生叠加效应,上覆岩层垮落范围显著增大;W1,W2剖面边坡潜在滑坡模式为圆弧滑动,计算得到的无采空区群和含采空区群但未考虑“三带”效应时W1,W2剖面边坡稳定性系数一致,分别为2.038和2.634,考虑“三带”效应后分别降至1.637和1.685,验证了采空区群形成的“三带”效应是影响边坡稳定性的关键。 展开更多
关键词 露天矿 露天−地下联合开采 采空区群 边坡稳定性 “三带”效应
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关键层动态下沉力学模型及时空演化规律研究
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作者 杨子仪 李迎富 +6 位作者 徐颖 于美鲁 孔朋 杨荣周 李春元 白林杨 蔡虹伟 《采矿与岩层控制工程学报》 北大核心 2026年第1期259-278,共20页
合理的沿空掘巷滞后时间是缓解采掘接续压力、提高安全开采效率的关键。基于薄板理论引入麦克斯韦模型,将时间参数与关键层运移建立联系,结合数值模拟和工程实践对顶板破断动态下沉力学模型进行了论证。研究结果表明,关键层上表面的应... 合理的沿空掘巷滞后时间是缓解采掘接续压力、提高安全开采效率的关键。基于薄板理论引入麦克斯韦模型,将时间参数与关键层运移建立联系,结合数值模拟和工程实践对顶板破断动态下沉力学模型进行了论证。研究结果表明,关键层上表面的应力集中是岩层破断的关键因素,开采步距、时间与顶板在压实期的挠度成线性相关。数值模拟结果显示,采空区压实期(30 d内)受残余采动影响,关键层位移发育迅速,采空区关键层中部应力由中心向边缘传递,并最终集中在巷道的顶板。终采后采空区短时间内应力集中显著,仍有发生动力灾害的倾向性,短时间(60 d内)不具备掘巷条件。现场的矿压监测与微震数据从时间与空间角度侧面证明了开采动压的残余影响,微震事件由深部向浅部逐步发展,证实了采空区压实期内存在由应力集中到平衡的时空演化过程。以时间参数为连接点,将关键层运动和巷道掘进时间有机的结合起来,对沿空掘巷时机的选择有重要的理论指导意义。 展开更多
关键词 关键层理论 覆岩运移 薄板理论 沿空掘巷时机 微震监测 采空区压实期
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考虑富水及采空区影响的隧道变形及受力机理研究
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作者 王晓磊 陈夏衍 +2 位作者 王波 黄宏伟 万明富 《沈阳建筑大学学报(自然科学版)》 北大核心 2026年第1期76-83,共8页
研究富水及采空区影响下隧道变形与受力机理,为复杂环境下隧道建设与运营安全提供参考。应用有限元软件FLAC3D,建立精细化隧道模型,模拟不同工况下隧道开挖后渗流场分布、隧道拱顶和仰拱处位移和衬砌、锚杆的受力机理,研究渗流场与采空... 研究富水及采空区影响下隧道变形与受力机理,为复杂环境下隧道建设与运营安全提供参考。应用有限元软件FLAC3D,建立精细化隧道模型,模拟不同工况下隧道开挖后渗流场分布、隧道拱顶和仰拱处位移和衬砌、锚杆的受力机理,研究渗流场与采空区分别作用与共同作用下隧道变形及受力影响。研究表明:采空区与富水区耦合时,隧道开挖形成的降水漏斗范围更大、周边水压更低,且此时拱顶与仰拱位移、衬砌弯矩、锚杆轴力均最危险。富水条件下,无论有无采空区,均需关注地下水对隧道结构的不利影响;存在采空区时,随围岩等级提升,仰拱先隆起后沉降,高围岩等级工况需加固采空区、强化仰拱与拱脚处理,并重点监测仰拱位移。此外,单一采空区工况需加强拱腰支护,渗流与采空区耦合时则需同步强化拱腰与拱脚支护。 展开更多
关键词 渗流场 采空区 围岩 隧道支护 衬砌内力
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丘陵破碎地带采空区上覆岩层结构稳定性及加固措施
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作者 欧阳习满 勾奇庆 +1 位作者 韩仕学 梁斌 《金属矿山》 北大核心 2026年第1期208-217,共10页
依托郑洛高速公路ZLGSTJ-2标段工程米河煤矿区某路基段施工工程,针对丘陵破碎地带采空区上覆岩层结构存在地下空洞、裂缝和塌陷等对临近高速公路建设及运营构成的潜在重大安全隐患问题,通过力学平衡分析法计算了高速公路荷载作用下采空... 依托郑洛高速公路ZLGSTJ-2标段工程米河煤矿区某路基段施工工程,针对丘陵破碎地带采空区上覆岩层结构存在地下空洞、裂缝和塌陷等对临近高速公路建设及运营构成的潜在重大安全隐患问题,通过力学平衡分析法计算了高速公路荷载作用下采空区临界深度,进而对采空区上覆岩层结构稳定性进行了评价。并结合数值模拟分析了不同因素对上覆岩层结构稳定性的影响,提出了合适的采空区注浆加固措施。结果表明:在地表新增荷载作用下最大采宽处采空区临界深度为111.07 m,大于该段采空区深度,反映出上覆岩层处于不稳定状态;采空区的埋深及宽度与上覆岩层的竖向位移呈正相关,煤层倾角则呈负相关;地表新增荷载会加剧上覆岩层应力变化,增大变形程度,导致顶板产生开裂、垮落现象;采用全充填注浆法进行处置后,芯样试验得出所取浆液结石体的单轴抗压强度均大于0.6 MPa,注浆效果检测指标均符合要求。 展开更多
关键词 丘陵破碎地带 采空区 高速公路 上覆岩层 结构稳定性 地表新增荷载 注浆加固
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大倾角煤层完全沿空掘巷布设影响因素及应对措施
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作者 董海龙 经纬 +2 位作者 罗军爱 经来旺 王福举 《煤炭技术》 2026年第1期53-57,共5页
基于贵州省六枝特区聚鑫煤矿11185工作面工程地质条件,针对该工作面沿空巷道位置布设存在煤层倾角大、留设煤柱困难、采空区积水严重、采空区瓦斯与空气渗流等问题,详细介绍了优选完全沿空掘巷施工方式的原因,并论证其施工的前提条件与... 基于贵州省六枝特区聚鑫煤矿11185工作面工程地质条件,针对该工作面沿空巷道位置布设存在煤层倾角大、留设煤柱困难、采空区积水严重、采空区瓦斯与空气渗流等问题,详细介绍了优选完全沿空掘巷施工方式的原因,并论证其施工的前提条件与可行性。最后,结合工作面实际,针对性地设计了具体的关键支护技术、施工流程及关键事项等,以期为类似工况完全沿空掘巷施工提供重要的理论与实践参考。 展开更多
关键词 大倾角 完全沿空掘巷 巷道布设
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沟谷区房柱式采空区下浅埋煤层开采矿压显现规律研究
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作者 邓雨培 胡佰玉 +3 位作者 崔博 姜大鹏 张坤铭 潘卫东 《煤炭工程》 北大核心 2026年第1期93-100,共8页
神府矿区地表沟壑交错纵横、高差大,在开采扰动和地表形态共同作用下,工作面过沟谷区域时矿压显现规律复杂,同时上部煤层采用房柱式开采,遗留煤柱对下煤层开采的顶板稳定性造成一定影响。针对此问题,以郭家湾煤矿51208工作面为工程背景... 神府矿区地表沟壑交错纵横、高差大,在开采扰动和地表形态共同作用下,工作面过沟谷区域时矿压显现规律复杂,同时上部煤层采用房柱式开采,遗留煤柱对下煤层开采的顶板稳定性造成一定影响。针对此问题,以郭家湾煤矿51208工作面为工程背景,综合运用理论分析、数值模拟和现场监测等方法,研究沟谷地形下工作面过房柱式采空区的矿压显现规律。结果表明:沟谷区房柱式煤柱应力向坡顶延伸段增大,最大影响位置向坡中段偏移呈现“坡上增大、坡底减小,台阶分布、向心偏移”的特点;沟谷地形主导下层工作面矿压显现,实体煤下开采对比房柱式采空区下开采工作面顶板应力差值仅为1%;现场监测矿压显现规律与模拟应力特征相似,坡底区域周期来压步距约7.45 m,上坡段周期来压步距为9.54~11.74 m,坡顶及稳定回采段平均周期来压步距为10.0 m,整体矿压呈现“坡底短并小、坡中乱且大、坡顶稳而广”的分区特征和“初期单侧集中、中期异步波动、后期全域稳定”的规律。 展开更多
关键词 沟谷区 房柱式采空区 遗留煤柱 煤柱稳定性 应力分布 矿压显现
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小纪汗煤矿采空区地表沉降变形演化规律研究
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作者 乔来军 陈拓 王建州 《建井技术》 2026年第1期82-88,共7页
采空区地表场地监测是确保矿山安全生产和生态环境保护的必然要求。针对陕西小纪汗煤矿11219工作面采空区地表场地的安全稳定性问题,应用GPS-RTK技术建立地面变形监测系统,对采空区的地表沉降进行了全面的观测,得到采空区地表沉降变形... 采空区地表场地监测是确保矿山安全生产和生态环境保护的必然要求。针对陕西小纪汗煤矿11219工作面采空区地表场地的安全稳定性问题,应用GPS-RTK技术建立地面变形监测系统,对采空区的地表沉降进行了全面的观测,得到采空区地表沉降变形时空演化规律,对其上拟建房屋结构设计、适用性及长期稳定性具有重要的理论意义和实用价值。监测结果表明,采空区地表沉降测点最终沉降均在600 mm以上,最大变形速率达到8.100 mm/d。根据变形速率可以分为3个阶段,其中活跃期内地表下沉量占总沉降量的90%左右。相比地表沉降变形,采空区具有更为复杂的移动变形过程。 展开更多
关键词 煤矿 采空区 监测 沉降 变形速率
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