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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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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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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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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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多源数据融合的煤矿开采沉陷区智能决策调控技术研究
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作者 王蕊 《煤矿现代化》 2026年第1期9-15,共7页
针对煤矿开采沉陷区治理精度低、调控粗放问题,本文提出一种融合人工智能与多源异构数据的智能决策调控技术体系。通过整合地质勘探、开采工艺与实时监测数据,采用D-S证据理论与CNNLSTM-Attention融合网络,实现沉陷风险动态识别与治理... 针对煤矿开采沉陷区治理精度低、调控粗放问题,本文提出一种融合人工智能与多源异构数据的智能决策调控技术体系。通过整合地质勘探、开采工艺与实时监测数据,采用D-S证据理论与CNNLSTM-Attention融合网络,实现沉陷风险动态识别与治理策略智能推荐。实验结果表明,该技术优于传统经验决策方法。 展开更多
关键词 人工智能 多源数据融合 煤矿沉陷区 智能决策调控 D-S证据理论 CNN-LSTM-Attention
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基于帷幕注浆的采空区-路基加固范围优化研究
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作者 孙振宇 谭浩 +3 位作者 王新 钱远顺 曹金康 杨汝东 《山西建筑》 2026年第1期105-112,共8页
为解决采空区-路基体系失稳问题,优化帷幕注浆加固范围,采用Optum G2构建单层与分层地层二维数值模型,采用极限分析系统埋深比、采空区长度、内摩擦角、荷载宽度比、岩层占比及粘聚力比对最小加固范围的影响。结果表明:单层地层中,埋深... 为解决采空区-路基体系失稳问题,优化帷幕注浆加固范围,采用Optum G2构建单层与分层地层二维数值模型,采用极限分析系统埋深比、采空区长度、内摩擦角、荷载宽度比、岩层占比及粘聚力比对最小加固范围的影响。结果表明:单层地层中,埋深比对加固范围的影响呈非线性,采空区长度、内摩擦角、荷载宽度比与加固范围正相关;分层地层中,浅埋采空区加固范围随岩层占比增大先减后增,深埋则先减后稳定,粘聚力比增大显著减小加固范围。研究成果为采空区上方路基注浆加固设计提供理论依据,提升工程经济性与安全性。 展开更多
关键词 采空区 帷幕注浆 加固范围 极限分析 数值模拟
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基于光纤传感器的煤矿采空区无源水文监测系统设计及应用
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作者 李柱 《陕西煤炭》 2026年第1期153-156,177,共5页
【目的】针对现有矿用水文监测系统无法在工作面回采空过程中直接将电信号接入采空区,导致无法对采空区水位进行实时监测的问题,设计了基于光纤传感器的煤矿采空区无源水文监测系统。【方法】论述了基于Bragg光栅的液位传感器测量原理... 【目的】针对现有矿用水文监测系统无法在工作面回采空过程中直接将电信号接入采空区,导致无法对采空区水位进行实时监测的问题,设计了基于光纤传感器的煤矿采空区无源水文监测系统。【方法】论述了基于Bragg光栅的液位传感器测量原理和基于波分复用的解调工作原理,并对系统总体方案和解调仪硬件方案进行了设计。监测系统在利民煤矿I030902工作面回采前进行了现场布设,对工作面回采过程中采空区水位进行了实时监测。【结果及结论】监测过程中系统运行稳定可靠,有效地节省了探放水工程量,并提升了采空区积水量计算的准确性。 展开更多
关键词 光纤传感器 波分复用 无源监测 采空区
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基于瞬变电磁法的煤矿采空区水文地质勘探研究
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作者 赵晓霞 《陕西煤炭》 2026年第1期118-122,135,共6页
【目的】煤矿开采过程中产生的采空区伴随复杂的水文地质条件,为解决对矿井安全生产构成的严重威胁,【方法】通过分析伊田煤矿采空区的地形地貌、地层岩性、水文地质特征等基本情况,明确了勘探目标和难点,利用瞬变电磁法设计了勘探方案... 【目的】煤矿开采过程中产生的采空区伴随复杂的水文地质条件,为解决对矿井安全生产构成的严重威胁,【方法】通过分析伊田煤矿采空区的地形地貌、地层岩性、水文地质特征等基本情况,明确了勘探目标和难点,利用瞬变电磁法设计了勘探方案。【结果】结果表明,通过实地勘探和数据分析探测出伊田煤矿采空区的水文地质异常区域,包括积水采空区、断裂带等关键信息。【结论】基于研究区地勘资料,验证了基于瞬变电磁法的勘探技术在伊田煤矿采空区水文地质勘探中的有效性,为类似地质条件下的煤田水文地质勘探提供了有益的参考和借鉴。 展开更多
关键词 瞬变电磁法 采空区 水文地质勘探 水文地质异常区域
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定向钻孔探放老空水技术应用现状及建议
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作者 张迎接 《煤炭技术》 2026年第1期131-135,共5页
通过对近年来较大以上煤矿水害事故的技术原因分析,得出采用定向钻孔探放老空水的必要性;通过对已发表的定向钻孔探放老空水工程案例对比分析,得出定向钻孔探放老空水的特点、优势和存在问题。通过计算定向钻孔放水流量,得出了采用较大... 通过对近年来较大以上煤矿水害事故的技术原因分析,得出采用定向钻孔探放老空水的必要性;通过对已发表的定向钻孔探放老空水工程案例对比分析,得出定向钻孔探放老空水的特点、优势和存在问题。通过计算定向钻孔放水流量,得出了采用较大孔径疏放老空水的必要性;通过对定向钻孔的轨迹误差及透巷钻孔的中靶分析,给出了不同方位钻孔透巷时的合理深度。本文系统总结了定向钻孔探放老空水技术存在的问题,为该技术进一步应用提供了理论依据。 展开更多
关键词 定向钻孔 老空水 流量计算 误差分析 透巷
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煤矿采空区沉陷对建筑施工安全的影响及保护措施
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作者 马文将 《现代工业工程》 2026年第1期67-70,共4页
为解决煤矿采空区沉陷引发的建筑施工安全问题,以鄂尔多斯市某国有煤矿为研究对象,结合实地勘察数据与工程实践,分析采空区沉陷特征及对建筑施工的安全影响,提出针对性保护措施。结果表明:该煤矿远期采空区沉陷面积达133.83hm^(2),最大... 为解决煤矿采空区沉陷引发的建筑施工安全问题,以鄂尔多斯市某国有煤矿为研究对象,结合实地勘察数据与工程实践,分析采空区沉陷特征及对建筑施工的安全影响,提出针对性保护措施。结果表明:该煤矿远期采空区沉陷面积达133.83hm^(2),最大下沉值1.56m,土地损毁以轻度沉陷为主(权重分值100),沉陷导致的地基不均匀沉降、地层裂隙及边坡失稳,会引发地基承载力不足、建筑结构开裂、施工环境风险加剧等问题;通过“前期勘察+煤矸石分层回填+动态监测”的综合措施,可将沉陷区地基承载力提升至200kPa以上,土壤侵蚀模数控制在500t/(km^(2)・a)以下,有效保障施工安全。研究为煤矿采空区沉陷区建筑施工提供了技术参考,符合“双碳”背景下绿色矿山建设要求。 展开更多
关键词 煤矿采空区 沉陷 建筑施工安全 煤矸石回填 动态监测
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沿空留墙无煤柱开采技术在煤矿大采高工作面中的应用
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作者 郭庆春 《科学技术创新》 2026年第1期87-90,共4页
以高家梁煤矿为例,探究了沿空留墙无煤柱开采技术在煤矿大采高工作面中的应用。为提高沿空留墙的稳定性和承载力,进行留设墙体的受力分析,并探究了顶板块体长度、采空区矸石承载力和实体煤支撑长度等因素对沿空留墙受力的影响,为合理确... 以高家梁煤矿为例,探究了沿空留墙无煤柱开采技术在煤矿大采高工作面中的应用。为提高沿空留墙的稳定性和承载力,进行留设墙体的受力分析,并探究了顶板块体长度、采空区矸石承载力和实体煤支撑长度等因素对沿空留墙受力的影响,为合理确定沿空留墙参数提供了参考。在实际应用中,使用C40混凝土浇筑留设墙体,不仅能解决留设煤柱造成煤炭资源损失的问题,而且加快了巷道掘进速度、保证了井下作业安全,兼顾了经济效益、作业效率和生产安全,沿空留墙技术在该煤矿中的应用效果显著。 展开更多
关键词 煤矿采空区 沿空留墙 柔性模板 巷旁支护
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采空区场地光伏电站地基稳定性预测评价
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作者 周宇 《现代工业工程》 2026年第1期30-33,共4页
为解决煤矿采空区土地资源闲置与光伏电站建设用地需求的矛盾,以鄂尔多斯市某井工煤矿地面采空区为研究对象,结合煤矸石复垦技术,开展光伏电站地基稳定性预测评价研究。通过分析研究区采空区分布、煤矸石复垦层物理力学特性及外部荷载特... 为解决煤矿采空区土地资源闲置与光伏电站建设用地需求的矛盾,以鄂尔多斯市某井工煤矿地面采空区为研究对象,结合煤矸石复垦技术,开展光伏电站地基稳定性预测评价研究。通过分析研究区采空区分布、煤矸石复垦层物理力学特性及外部荷载特征,采用层次分析法(AHP)构建评价指标体系,结合FLAC3D数值模拟,对复垦后场地的地基稳定性进行预测。结果表明:该煤矿8个复垦地块总库容达2537.41万m^(3),可消纳煤矸石3806.12万t,煤矸石经分层压实(深层压实度≥85%)后地基承载力可达200kPa以上;采空区残余沉降量最大为9.2mm,满足光伏支架变形控制要求(≤10mm);8个地块中6个稳定性等级为“优”,2个为“良”,整体稳定性合格率100%。研究证实,煤矸石复垦技术可有效改善采空区场地工程特性,构建的预测评价体系可为同类采空区光伏电站地基设计提供技术支撑。 展开更多
关键词 采空区 光伏电站 地基稳定性 煤矸石复垦 层次分析法 数值模拟
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定向钻孔加孔中物探技术在采空区超前探查中应用研究
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作者 代凤强 《价值工程》 2026年第1期139-142,共4页
为适应巷道快速掘进对长距离、高精度地质超前探测的技术需求,本文采用长距离定向钻探与孔中物探相结合的技术手段,实现了对掘进面前方采空区及其他地质异常体的长距离精准探查。以郭家湾煤矿为例,5-2煤层与上覆5-1煤层采空区的垂直间... 为适应巷道快速掘进对长距离、高精度地质超前探测的技术需求,本文采用长距离定向钻探与孔中物探相结合的技术手段,实现了对掘进面前方采空区及其他地质异常体的长距离精准探查。以郭家湾煤矿为例,5-2煤层与上覆5-1煤层采空区的垂直间距约为15.89m,采空区积水可能通过裂隙或构造通道涌入5-2煤层巷道,因此在掘进过程中需对上覆采空区及前方富水地质异常区进行有效探查与疏放,以保障巷道安全掘进。本文通过应用定向长钻孔结合孔中瞬变电磁探测技术,实现了对钻孔径向30m范围内富水异常区的精细探测,满足了巷道掘进对前方地质条件长距离、高精度、全方位探查的要求,为巷道安全高效掘进提供了重要技术依据。 展开更多
关键词 采空区 长距离定向钻探 孔中瞬变电磁 巷道快速掘进
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复杂地质条件下爆破切顶卸压沿空留巷技术研究
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作者 张国强 《煤矿现代化》 2026年第1期31-37,共7页
针对沂庆矿1 201工作面主运顺槽复杂地质条件下实施爆破切顶沿空留巷的难题,采用爆破理论计算,得到切顶孔爆破后沿径向形成粉碎区半径为0.06~0.08 m,裂隙区发育半径0.33~0.65 m,根据工程类比法,确定切顶高度、装药结构及一次起爆炮眼个... 针对沂庆矿1 201工作面主运顺槽复杂地质条件下实施爆破切顶沿空留巷的难题,采用爆破理论计算,得到切顶孔爆破后沿径向形成粉碎区半径为0.06~0.08 m,裂隙区发育半径0.33~0.65 m,根据工程类比法,确定切顶高度、装药结构及一次起爆炮眼个数及装药量等沿空留巷切顶爆破关键参数,制定合理详实的切顶爆破技术方案,同时结合留设巷道应力环境的变化,制定针对性的高强稳定型沿空留巷支护技术方案,通过矿压观测数据分析,巷道实煤帮变形量、顶板下沉量及底鼓量随着与工作面距离的增加而逐步减小,巷道围岩变形量均处于安全值范围,满足巷道安全生产的需要。 展开更多
关键词 爆破切顶 沿空留巷 支护技术 矿压观测
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