期刊文献+
共找到7,322篇文章
< 1 2 250 >
每页显示 20 50 100
Deformation mechanism and treatment technology research of coal pillars in acute inclined goafs under expressway 被引量:1
1
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
在线阅读 下载PDF
Energy instability mechanism of existing goaf roof under impact load 被引量:1
2
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
原文传递
Study on the Characteristics of High-Frequency Electromagnetic Wave Detection in Goaf Areas along Coal Seam Boreholes 被引量:1
3
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
在线阅读 下载PDF
Comprehensive Utilization of Borehole AFET and Logging Method Detecting Goaf Area in Coal Mines
4
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
在线阅读 下载PDF
CO_(2) Mineralized Full Solid Waste Cementitious Material for Coal Mine Goaf Filling and Carbon Sequestration Potential Assessment
5
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
在线阅读 下载PDF
Study on the diffusion and migration law of CO_(2)sequestrated in abandoned coal mine goaf
6
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
原文传递
上覆采空区对掘进巷道围岩应力场影响规律研究
7
作者 杨泰华 廖炳文 +1 位作者 朱元广 杨战标 《中国矿业》 北大核心 2026年第3期89-98,共10页
煤矿深部多煤层开采现象非常普遍,其中,上覆煤层开采对下部煤岩体的应力扰动最为复杂,这也是引起采掘工作面复合动力灾害的关键因素之一。本研究以平煤股份六矿上覆工作面采空区和下部掘进工作面巷道为依托,运用UDEC软件模拟了上覆采空... 煤矿深部多煤层开采现象非常普遍,其中,上覆煤层开采对下部煤岩体的应力扰动最为复杂,这也是引起采掘工作面复合动力灾害的关键因素之一。本研究以平煤股份六矿上覆工作面采空区和下部掘进工作面巷道为依托,运用UDEC软件模拟了上覆采空区对下部掘进工作面风巷围岩应力重分布的影响特征,并与现场三维扰动应力测试数据进行对比分析。研究结果表明:上覆采空区对下部掘进巷道围岩应力影响主要在垂直方向上,而对水平方向应力影响较小;掘进巷道左帮围岩应力随着距离上覆采空区水平距离的增大,呈现先增大后减小的趋势,右帮应力呈逐渐减小至稳定的趋势。数值模拟结果显示,掘进巷道围岩垂直方向应力集中系数最大增至1.52,水平方向侧压力系数最多减至0.93,上覆采空区对下部工作面应力影响范围在水平方向约136 m;现场应力测试结果显示,掘进巷道围岩垂直方向应力集中系数最大增至1.74,水平方向侧压力系数最多减至0.85,采空区对应力影响范围在水平方向约141 m,数值模拟和现场测试总体规律较为吻合。本研究可为多煤层采掘布置及灾害防控提供理论依据。 展开更多
关键词 多煤层开采 上覆采空区 应力扰动 数值模拟 掘进巷道
在线阅读 下载PDF
通风方式对沿空留巷采空区自燃危险区域影响分析
8
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
在线阅读 下载PDF
采空区路堤边坡滑塌的风险评估模型
9
作者 赵博 《中国安全科学学报》 北大核心 2026年第2期121-126,共6页
为解决采空区路堤边坡滑塌风险评估中存在的不确定性与多态故障难以准确描述的问题,提出一种基于改进T-S模糊故障树的采空区路堤边坡滑塌风险评估模型。首先,引入高斯模糊数表征各基本事件的故障状态和发生概率,以处理传统故障分析中对... 为解决采空区路堤边坡滑塌风险评估中存在的不确定性与多态故障难以准确描述的问题,提出一种基于改进T-S模糊故障树的采空区路堤边坡滑塌风险评估模型。首先,引入高斯模糊数表征各基本事件的故障状态和发生概率,以处理传统故障分析中对数据精确概率的过度依赖,以及事件中间状态表达不足的局限;然后,采用T-S模糊模型替代传统逻辑门中的“与”“或”关系,刻画事件间的不确定性和模糊信息特征,进而推导出边坡发生滑塌的故障概率;最后,通过工程实例进行验证。结果表明:该方法能降低故障树的建立难度,能够识别边坡滑塌的关键致险因子,并给出其影响程度排序,反映出滑塌事件与各因素间的内在关联。 展开更多
关键词 采空区 路堤边坡 滑塌 T-S模糊故障树 高斯模糊数 风险评估
原文传递
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
10
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
在线阅读 下载PDF
固废基灌浆料胶结再生骨料回填体力学性能及损伤演化
11
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
在线阅读 下载PDF
平朔井工三矿一采区老空水深度处理复用技术研究
12
作者 崔秀华 张晋花 《煤炭与化工》 2026年第3期114-118,共5页
针对中煤平朔井工三矿一采区采空区涌水矿化度高、硬度高的特征,以及传统地面处理方式成本高、管路复杂等问题,研究提出并实施了一套基于车载移动式钠离子交换软化工艺的井下涌水就地深度处理与资源复用系统。该系统将模块化水处理设备... 针对中煤平朔井工三矿一采区采空区涌水矿化度高、硬度高的特征,以及传统地面处理方式成本高、管路复杂等问题,研究提出并实施了一套基于车载移动式钠离子交换软化工艺的井下涌水就地深度处理与资源复用系统。该系统将模块化水处理设备集成于矿用防爆车载体,充分利用井下闲置巷道空间,实现了对高硬度涌水的高效软化,产水水质满足设备冷却、喷雾降尘及乳化液配制用水的要求,减少了矿井水外排和新水取用,为类似条件矿区提供了兼具经济与环境效益的技术经验借鉴。 展开更多
关键词 采空区涌水 反渗透 车载钠离子软化 水资源闭环复用 矿井安全
在线阅读 下载PDF
Bayes discriminant analysis method to identify risky of complicated goaf in mines and its application 被引量:26
13
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
在线阅读 下载PDF
Integration system research and development for three-dimensional laser scanning information visualization in goaf 被引量:2
14
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
在线阅读 下载PDF
大采高临空面“L”型顶板结构形成机制及断裂失效与能量演化特征
15
作者 王博 王超 +7 位作者 冯国瑞 李竹 邹俊鹏 余卓成 高伟明 王保齐 李占成 张慧田 《煤炭科学技术》 北大核心 2026年第3期13-29,共17页
大采高工作面坚硬顶板破断运动与结构失稳是诱发采场冲击地压显现的根源,揭示顶板岩层断裂运动与矿震事件的关联效应,对科学防治冲击地压具有重要意义。以兖矿能源权属公司鄂尔多斯营盘壕煤矿高能矿震及冲击地压显现为案例,针对2215临... 大采高工作面坚硬顶板破断运动与结构失稳是诱发采场冲击地压显现的根源,揭示顶板岩层断裂运动与矿震事件的关联效应,对科学防治冲击地压具有重要意义。以兖矿能源权属公司鄂尔多斯营盘壕煤矿高能矿震及冲击地压显现为案例,针对2215临空工作面大能量事件集中发生于工作面前方与临空侧的现象,综合理论分析、数值模拟与现场实测,基于弹塑性力学板结构极限载荷分析方法,获得了大采高临空工作面开采条件下顶板岩层破裂特征及塑性铰接块体几何尺寸大小;开发了采动岩层断裂耗散能演化Fish程序,获得了工作面推进过程中顶板岩层耗散能分布特征及其动态演化规律,查明了大采高工作面顶板岩层主断裂迹线分布特征及断块结构形态,并据此揭示了工作面顶板岩层断裂结构形态及工作面超前煤岩体与临空侧大能量事件集聚机制。结果表明:工作面顶板岩层随着推进距离的增大,其极限承载能力呈指数型快速衰减,直至达到工作面顶板岩层初次及周期破断步距,且大采高临空工作面顶板呈现偏心断裂特征,主断裂位置向临空侧与采空区后方偏移。大采高工作面顶板岩层于超前煤岩体及临空侧形成悬露结构,前后两次断裂迹线合围形成近似“L”型顶板结构,该“L”型顶板岩层的破裂运动是造成大采高工作面临空侧及超前大能量微震事件的根源。针对厚硬岩层群,于两巷道开采周期内布置高密度超前致裂卸压钻孔,破坏多层“L”型顶板结构组合效应与整体运动特征,有效减少了营盘壕煤矿大采高坚硬顶板工作面大能量微震事件的发生。可为类似条件下优质煤炭资源安全开采提供有益借鉴。 展开更多
关键词 大采高 临空工作面 “L”型顶板结构 塑性铰线 耗散能演化
在线阅读 下载PDF
煤柱宽度对埋地管道安全性的影响机制研究
16
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
在线阅读 下载PDF
关闭/废弃矿井采空区反射无线电波勘探方法及应用
17
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
在线阅读 下载PDF
露天矿下伏采空区群影响下边坡稳定性研究
18
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
在线阅读 下载PDF
关键层动态下沉力学模型及时空演化规律研究
19
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
在线阅读 下载PDF
爆破应力扰动下采空区群结构动力响应分析方法及算例研究
20
作者 陈俊豪 姜立春 《矿业研究与开发》 北大核心 2026年第2期99-108,共10页
为研究爆破应力扰动下采空区群的动力响应及其稳定性问题,基于采空区群的结构特征及其与围岩的相互作用,构建采空区群动力响应模型,创建动力响应分析方法,提出动力失稳判据,并研判其稳定性。以某地下石灰岩矿为对象进行计算分析,与数值... 为研究爆破应力扰动下采空区群的动力响应及其稳定性问题,基于采空区群的结构特征及其与围岩的相互作用,构建采空区群动力响应模型,创建动力响应分析方法,提出动力失稳判据,并研判其稳定性。以某地下石灰岩矿为对象进行计算分析,与数值模拟及现场监测结果对比验证,并研究不同爆破频率、空区跨高比及矿柱高宽比对采空区群动力响应的影响规律。结果表明:在爆破应力扰动下,动力响应分析方法计算结果与数值模拟、现场监测结果趋于一致;采空区群速度、位移响应主要集中在x与y方向;爆破频率显著影响采空区群速度、位移响应,两类峰值与频率关系曲线呈“单峰”状特征;速度峰值随空区跨高比增大呈先增后减变化,x与y方向速度峰值曲线拐点分别为0.8与0.6;位移峰值随空区跨高比增大呈线性增长,x与y方向线性变化斜率分别为0.926与0.670;速度、位移峰值随矿柱高宽比增大呈负指数缓慢增长,对采空区群稳定性影响较弱。研究成果可为采空区群动力响应问题提供新方法。 展开更多
关键词 爆破扰动 采空区群 动力响应 稳定性
原文传递
上一页 1 2 250 下一页 到第
使用帮助 返回顶部