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Acoustic Borehole Images for Fracture Extraction and Analysis in Second Pre-pilot Drillhole of CCSD 被引量:7
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作者 ZouChangchun ShiGe PanLingzhi 《Journal of China University of Geosciences》 SCIE CSCD 2004年第1期123-127,共5页
Ultrasonic imaging logging provides continuous and oriented images of structures vs. depth. In the Chinese Continental Scientific Drilling (CCSD) Project, acoustic borehole images were recorded in the second pre-pilot... Ultrasonic imaging logging provides continuous and oriented images of structures vs. depth. In the Chinese Continental Scientific Drilling (CCSD) Project, acoustic borehole images were recorded in the second pre-pilot drillhole which penetrates the metamorphic rocks. This paper focuses on fracture evaluation of the drillhole with these images. Both least square fit and a modified Hough transform are used for fracture extraction, and 269 fractures were mapped in the interval from 69.5 to 1 020 m. Most fractures dip steeply, with an average angle of 54°. Fracture dip directions are dominantly in the range of 220°-280° above the depth of 267 m, but 80°-120° in the lower zones. These observations may indicate the differences in structural movements or in-situ stress fields between the upper and lower zones in the drillhole. 展开更多
关键词 Chinese Continental Scientific Drilling (CCSD) acoustic borehole image FRACTURE analysis.
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Safety analysis of stability of surface gas drainage boreholes above goaf areas 被引量:12
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作者 刘玉洲 李晓红 《Journal of Coal Science & Engineering(China)》 2007年第2期149-153,共5页
As longwall caving mining method prevails rapidly in China coal mines, amount of gas emission from longwall faces and goaf area increased significantly. Using traditional gas drainage methods, such as drilling upward ... As longwall caving mining method prevails rapidly in China coal mines, amount of gas emission from longwall faces and goaf area increased significantly. Using traditional gas drainage methods, such as drilling upward holes to roof strata in tailgate or drilling inseam and cross-measure boreholes, could not meet methane drainage requirements in a gassy mine. The alternative is to drill boreholes from surface down to the Iongwall goaf area to drain the gas out. As soon as a coal seam is extracted out, the upper rock strata above the goaf start to collapse or become fractured depending upon the rock characteristics and the height above the coal seam. During overlying rock strata being fractured, boreholes in the area may be damaged due to ground movement after the passage of the Iongwall face. The sudden damage of a borehole may cause a Iongwall production halt or even a serious mine accident. A theoretical calculation of the stability of surface boreholes in mining affected area is introduced along with an example of determination of borehole and casing diameters is given for demonstration. By using this method for the drilling design, the damage of surface boreholes caused by excessive mining induced displacement can be effectively reduced if not totally avoided. Borehole and casing diameters as well as characteristics of filling materials can be determined using the proposed method by calculating the horizontal movement and vertical stain at different borehole depths. 展开更多
关键词 coal mine mining safety gas drainage borehole stability analysis
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SECTIONAL FINITE ELEMENT ANALYSIS OF COUPLED DEFORMATION BETWEEN ELASTOPLASTIC SHEET METAL AND VISCO-ELASTOPLASTIC BODY 被引量:4
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作者 Zhongjin Wang Jianguang Liu 《Acta Mechanica Solida Sinica》 SCIE EI 2011年第2期153-165,共13页
The present paper is devoted to developing a new numerical simulation method for the analysis of viscous pressure forming (VPF), which is a sheet flexible-die forming (FDF) process. The pressure-carrying medium us... The present paper is devoted to developing a new numerical simulation method for the analysis of viscous pressure forming (VPF), which is a sheet flexible-die forming (FDF) process. The pressure-carrying medium used in VPF is one kind of semisolid, flowable and viscous material and its deformation behavior can be described by the visco-elastoplastic constitutive model. A sectional finite element model for the coupled deformation analysis between the viscoelastoplastic pressure-carrying medium and the elastoplastic sheet metal is proposed. The resolution of the Updated Lagrangian (UL) formulation is based on a static explicit approach. The frictional contact between sheet metal and visco-elastoplastic pressure-carrying medium is treated by the penalty function method. Coupled deformation between sheet metal and visco-elastoplastic pressure-carrying medium with large slip is analyzed to validate the developed algorithm. Finally, the viscous pressure bulging (VPB) process of DC06 sheet metal is simulated. Good agreement between numerical simulation results and experimental measurements shows the validity of the developed algorithm. 展开更多
关键词 viscous pressure forming(VPF) sheet forming sectional finite element analysis coupled deformation visco-elastoplastic pressure-carrying medium
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Long-Term Geophysical Observations and Analysis of the World's Deepest Borehole 被引量:2
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作者 XU Jiren ZHAO Zhixin +1 位作者 ZENG Xiangzhi PI Jinyun 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2016年第3期1061-1062,共2页
Objective In order to reduce the interfering noise from the earth surface, scientists have carried out multi-geophysical borehole observations and the related study. This study aims at improving signal-to-noise ratio ... Objective In order to reduce the interfering noise from the earth surface, scientists have carried out multi-geophysical borehole observations and the related study. This study aims at improving signal-to-noise ratio obtained from the observation data to obtain zero noise data, which will be of great help to improve geophysical studies. Insights from this study will be significant for the earthquake disaster reduction, resource exploration and environmental protection. 展开更多
关键词 Long-Term Geophysical Observations and analysis of the World’s Deepest borehole
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Spontaneous combustion influenced by surface methane drainage and its prediction by rescaled range analysis 被引量:1
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作者 Shengqiang Yang Xincheng Hu +2 位作者 Wei Victor Liu Jiawen Cai Xiuhong Zhou 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2018年第2期215-221,共7页
This study established numerical modeling using COMSOLTMto examine the influence of horizontal location and drainage ability of surface borehole on spontaneous combustion in longwall working face gob. Rescaled Range A... This study established numerical modeling using COMSOLTMto examine the influence of horizontal location and drainage ability of surface borehole on spontaneous combustion in longwall working face gob. Rescaled Range Analysis(R/S analysis) was employed to investigate the chaos characteristic of N_2/O_2 ratio from a surface borehole in 10416 working face gob, Yangliu Colliery, China. The simulation results show that there is always a circular ‘‘dissipation zone" around the drainage borehole and an elliptic ‘‘spontaneous combustion zone" in deep gob. Little influence was found on spontaneous combustion zone on the intake side of the gob but the width of spontaneous combustion zone in middle gob is enlarged, while the depth of spontaneous combustion zone near the return side is reduced. The R/S analysis indicates that the influence of surface borehole on spontaneous combustion can be divided into two stages by the chaos feature of N_2/O_2: safety drainage stage and spontaneous combustion initiating stage. It can be concluded that the methane drainage from gob through surface borehole can intervene in the distribution of spontaneous combustion zone in gob and the chaos feature of N_2/O_2 from surface borehole can effectively reflect coal spontaneous combustion condition in gob. 展开更多
关键词 Coal SPONTANEOUS combustion SURFACE drainage borehole Hurst index Rescaled range analysis METHANE drainage SYMBIOTIC DISASTER
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The strain seismograms of P- and S-waves of a local event recorded by four-gauge borehole strainmeter 被引量:3
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作者 Zehua Qiu Shunliang Chi +4 位作者 Zhenming Wang Seth Carpenter Lei Tang Yanping Guo Guang Yang 《Earthquake Science》 CSCD 2015年第3期209-214,共6页
At a sampling rate of 100 samples per second,the YRY-4 four-gauge borehole strainmeters(FGBS) are capable of recording transient strains caused by seismic waves such as P and S waves or strain seismograms. At such a... At a sampling rate of 100 samples per second,the YRY-4 four-gauge borehole strainmeters(FGBS) are capable of recording transient strains caused by seismic waves such as P and S waves or strain seismograms. At such a high sampling rate, data from the YRY-4 strainmeters demonstrate fairly satisfactory self-consistency. The strain tensor seismograms demonstrate the senses of motion of P waves, that is, the type of seismic wave travels in the direction of the maximum normal strain change. The observed strain patterns of S waves significantly differ from those of P waves and should contain information about the source mechanism. Spectrum analysis shows that the strain seismograms are consistent with conventional broadband seismograms from the same site. 展开更多
关键词 Four-gauge borehole strainmeter(FGBS) Strain seismogram P-wave S-wave Self-consistency Spectrum analysis
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An investigation of machine learning techniques to estimate minimum horizontal stress magnitude from borehole breakout 被引量:1
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作者 Huasheng Lin Sarvesh Kumar Singh +4 位作者 Zizhuo Xiang Won Hee Kang Simit Raval Joung Oh Ismet Canbulat 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2022年第5期1021-1029,共9页
Borehole breakout is a widely utilised phenomenon in horizontal stress orientation determination,and breakout geometrical parameters,such as width and depth,have been used to estimate both horizontal stress magnitudes... Borehole breakout is a widely utilised phenomenon in horizontal stress orientation determination,and breakout geometrical parameters,such as width and depth,have been used to estimate both horizontal stress magnitudes.However,the accuracy of minimum horizontal stress estimation from borehole breakout remains relatively low in comparison to maximum horizontal stress estimation.This paper aims to compare and improve the minimum horizontal stress estimation via a number of machine learning(ML)regression techniques,including parametric and non-parametric models,which have rarely been explored.ML models were trained based on 79 laboratory data from published literature and validated against 23 field data.A systematic bias was observed in the prediction for the validation dataset whenever the horizontal stress value exceeded the maximum value in the training data.Nevertheless,the pattern was captured,and the removal of systematic bias showed that the artificial neural network is capable of predicting the minimum horizontal stress with an average error rate of 10.16%and a root mean square error of 3.87 MPa when compared to actual values obtained through conventional in-situ measurement techniques.This is a meaningful improvement considering the importance of in-situ stress knowledge for underground operations and the availability of borehole breakout data. 展开更多
关键词 borehole breakout In-situ stress estimation Comparative analysis Machine learning
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Borehole trajectory uncertainty and its characterization 被引量:1
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作者 LIU Xiushan 《Petroleum Exploration and Development》 2019年第2期407-412,共6页
To solve the problem of borehole trajectory uncertainty, some methods such as error ellipsoid posture characterization, sectional error ellipse solution and error elliptic cylinder construction were proposed and an ap... To solve the problem of borehole trajectory uncertainty, some methods such as error ellipsoid posture characterization, sectional error ellipse solution and error elliptic cylinder construction were proposed and an application example was given. According to the definition of inclination, azimuth and tool-face angle, a characterization method of error ellipsoid posture of borehole trajectory was presented. By intercepting the error ellipsoid with an arbitrary plane in space, the general concept and algorithm of sectional error ellipse were established to analyze the borehole trajectory errors in horizontal plane, plumb plane, normal plane, etc. Based on the theory of surface tangency and curve projection, a construction method of error elliptic cylinder of borehole trajectory was put forward to evaluate the axial enveloping error of borehole trajectory and its variation along well depth. The research shows that the deeper the well, the greater the borehole trajectory error will be. In deep and ultra-deep wells measured using conventional measurement while drilling(MWD),the borehole trajectory position error reaches tens of meters. The research results provide a complete set of analysis methods for borehole trajectory error, which can evaluate the accuracy and reliability of borehole trajectory monitoring. 展开更多
关键词 DRILLING theory directional DRILLING borehole trajectory measurement-while-drilling UNCERTAINTY analysis error analysis
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Inversion of waveforms from Xiangtang borehole seismic array for soil dynamic property
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作者 陈学良 金星 +1 位作者 陶夏新 韦永祥 《Acta Seismologica Sinica(English Edition)》 CSCD 2007年第4期425-434,共10页
In order to understand the site soil response of the Xiangtang borehole seismic array under real strong ground motion, reveal the site response, verify the technique of borehole exploration, and improve the precision ... In order to understand the site soil response of the Xiangtang borehole seismic array under real strong ground motion, reveal the site response, verify the technique of borehole exploration, and improve the precision of in-situ test and laboratory test, this paper presents a new approach, which is composed of two methods. One is the layered site seismic response method, whose layer transform matrix is always real. The other is a global-local optimization technique, which uses genetic algorithm (GA)-simplex method. An inversion of multi-component waveforms of P, SV and SH wave is carried out simultaneously. By inverting the records of three moderate and small earthquakes obtained from the Xiangtang borehole array (2^#) site, the soil dynamic characteristic parameters, including P velocity, damping ratio and frequency-dependent coefficient b, which has not been given in previous literatures, are calculated. The results show that the soil S wave velocity of the Xiangtang 2^# borehole is generally greater than that obtained from the 1994 in-situ test, and is close to the velocity of the 3^# borehole, which is more than 200 m away from the 2^# borehole. Meanwhile, perceptible soil nonlinear behavior under peak ground motion of about 60×10^-2 m/s^2 is detected by the inversion analysis. The presented method can be used for studying the soil response of other borehole array sites. 展开更多
关键词 Xiangtang borehole array inversion analysis soil response P and S wave velocity damping ratio
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Analysis and Application of Prevention and Control Technology of Water Accumulation in Goaf above Working Face
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作者 XUWeijie 《外文科技期刊数据库(文摘版)工程技术》 2022年第1期168-172,共5页
Prevention and control of water disasters is an important part of coal mine safety. Water accumulation in goaf is a common major flood, especially in shallow coal seams, which brings huge potential safety hazard to th... Prevention and control of water disasters is an important part of coal mine safety. Water accumulation in goaf is a common major flood, especially in shallow coal seams, which brings huge potential safety hazard to the mining of underlying coal seams. In this paper, the 8105 working face of a coal mine is taken as the research object, and the safe mining technology of the working face under the condition of water accumulation in the overlying goaf is studied by using the methods of field test, theoretical analysis and theoretical calculation. The research results show that: ① In rainy season, the atmospheric precipitation leaks along the mining cracks, resulting in water accumulation in the goaf above the 8105 working face;② Faults and structural cracks become hydraulic passages between the 8105 working face and the overlying goaf;③ Reasonable passage and arrangement of groundwater detection and release scheme have realized the safe mining of 8105 working face. 展开更多
关键词 goaf water safe recovery ground borehole water exploration and drainage transient electromagnetic method theoretical analysis and calculation
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白龙江引水工程六盘山隧洞地应力分析及岩爆风险评估
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作者 董志宏 蒋健 +2 位作者 张新辉 周朝 左清军 《长江科学院院报》 北大核心 2026年第1期181-190,共10页
在深埋高应力背景下进行隧洞开挖支护等地下工程时,常伴随硬岩岩爆及软岩大变形等风险。白龙江引水工程六盘山隧洞沿线整体埋深较大,围岩岩性多以砾岩、灰岩等硬岩为主,有效预测岩爆灾害是该工程前期规划工程进度和保障施工安全的重要课... 在深埋高应力背景下进行隧洞开挖支护等地下工程时,常伴随硬岩岩爆及软岩大变形等风险。白龙江引水工程六盘山隧洞沿线整体埋深较大,围岩岩性多以砾岩、灰岩等硬岩为主,有效预测岩爆灾害是该工程前期规划工程进度和保障施工安全的重要课题,对其地应力场的测试分析则是隧洞岩爆预测的重要环节。为探究白龙江引水工程六盘山隧洞沿线应力状态及岩爆发生概率,通过地质调查、深孔地应力测试、地应力场数值反演等方法对隧洞沿线应力特征进行分析,进而结合多种岩爆判据对隧洞沿线硬岩区域进行岩爆风险评估。研究结果表明:六盘山隧洞沿线以水平主应力为主,隧洞所选定的轴线方位合理,有利于隧洞围岩的稳定;但隧洞沿线应力量值受断层构造、地形地貌等影响较大,存在应力集中及分异现象,且大部分区域埋深较大,多属于中高地应力水平,具备岩爆发生条件。经多种岩爆判据计算分析可知,该隧洞硬岩高埋深区域存在较大的强岩爆风险,需要采用合适的岩爆防控措施。 展开更多
关键词 深孔地应力测试 应力场反演分析 岩爆预测 六盘山隧洞
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基于组合赋权法和响应面法的巷道围岩钻孔卸压参数优化研究
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作者 陈晓祥 任俊龙 《河南理工大学学报(自然科学版)》 北大核心 2026年第1期60-69,142,共11页
目的 为了解决巷道围岩严重变形问题,基于组合赋权法和响应面法对巷道围岩钻孔卸压参数进行优化研究。方法 针对李村煤矿巷道两帮围岩钻孔卸压参数优选问题,结合现场实际工程地质条件,采用Box-Behnken方法设计25组试验方案。应用FLAC3D... 目的 为了解决巷道围岩严重变形问题,基于组合赋权法和响应面法对巷道围岩钻孔卸压参数进行优化研究。方法 针对李村煤矿巷道两帮围岩钻孔卸压参数优选问题,结合现场实际工程地质条件,采用Box-Behnken方法设计25组试验方案。应用FLAC3D进行数值模拟分析,获得不同参数条件下的力学响应特征,结合技术经济要求,选取施工成本、两帮移近量、顶底板移近量、最大垂直应力、塑性区面积、施工效率等6个指标,利用层次分析法和主成分分析法组合赋权各评价指标。结果 提出巷道围岩钻孔卸压参数综合评价模型,克服评价指标单一、主观因素干扰等缺陷,形成系统、准确的评价方法。以规范化综合评分为响应指标、钻孔卸压参数为变量,构建多元二阶回归预测方程。巷道围岩钻孔卸压优化参数为:孔径0.1 m,孔深4 m,间排距1 m×1 m,此时综合效益最佳。结论 提出的回归预测模型选取的钻孔卸压参数合理可行,降低围岩变形量的同时保证了经济效益,可为相关巷道围岩控制方案设计提供借鉴。 展开更多
关键词 钻孔卸压 响应面法 参数优化 主成分分析法 层次分析法
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中深层竖直井井下换热经济性分析
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作者 李瑞霞 王天任 +6 位作者 王滋樟 曲建强 黄永辉 冯乾乾 朱传庆 姬忠礼 孔彦龙 《化工进展》 北大核心 2026年第3期1453-1464,共12页
中深层竖直井井下换热系统以其“采热不耗水”的绿色属性,正成为地热供暖技术革新的重要方向。然而其初始投资占比高的特点成为其推广应用的瓶颈。本文重点聚焦该系统的长周期换热能力与经济性这一关键问题,以陕西咸阳地热项目为工程背... 中深层竖直井井下换热系统以其“采热不耗水”的绿色属性,正成为地热供暖技术革新的重要方向。然而其初始投资占比高的特点成为其推广应用的瓶颈。本文重点聚焦该系统的长周期换热能力与经济性这一关键问题,以陕西咸阳地热项目为工程背景,开展了系统研究。通过构建基于OpenGeoSys平台的三维数值模型,结合现场监测数据进行验证,系统分析了循环流量(15~40m^(3)/h)、地温梯度(0.026~0.04℃/m)及井深(1500~3500m)对极限换热量的影响规律。研究发现,极限换热量与三者均呈显著正相关关系。在此基础上,本文提出了基于完全成本理论的经济评价体系。模型量化分析表明,在流量25m^(3)/h时系统经济性最优,单位面积完全成本达35CNY/(m^(2)·a);地温梯度由0.03℃/m升高至0.04℃/m,成本约降低15.63%;井深在3500m范围内,每增加500m最高可提升经济性14.46%。该研究为中深层竖直井井下换热系统的优化设计提供了理论支撑,对提升中深层地热资源开发的经济性具有重要参考价值。 展开更多
关键词 地热资源 中深层井下换热 换热性能 数值模拟 经济性分析
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深部矿井沿空掘巷冲击地压致灾机理与综合防治技术
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作者 王建辉 马文涛 +4 位作者 刘聚友 张璐 赖敏 陆泽淋 刘思宇 《煤炭工程》 北大核心 2026年第3期138-144,共7页
针对深部特厚煤层沿空掘巷存在动静载叠加、覆岩结构复杂等致灾风险,以陕西麟北煤业园子沟煤矿1012006工作面为工程背景,综合运用数值模拟、理论分析和现场实测方法,系统研究沿空掘巷冲击地压的致灾机理与分源防控技术。研究结果表明:... 针对深部特厚煤层沿空掘巷存在动静载叠加、覆岩结构复杂等致灾风险,以陕西麟北煤业园子沟煤矿1012006工作面为工程背景,综合运用数值模拟、理论分析和现场实测方法,系统研究沿空掘巷冲击地压的致灾机理与分源防控技术。研究结果表明:沿空巷道受侧向采空区“F”型覆岩结构和宽煤柱“弹性核”共同作用,形成高静载与动载叠加的应力环境,这种环境极易诱发冲击地压。基于此,本文提出了“优化设计—分源卸压—强化支护”的多层级防控体系,该体系包含工作面切眼位置优化、大直径钻孔分区卸压以及锚网索协同支护等关键技术。现场应用表明,该防控体系能够显著降低微震能量释放、有效缓解应力集中,进而控制巷道变形,实现了冲击风险的主动防控。该研究为类似地质与开采条件下的冲击地压防治提供了理论依据和实践参考。 展开更多
关键词 深部开采 沿空掘进 冲击地压 危险性分析 分源防治 大直径卸压钻孔
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矿山地质资源勘查中断层分析关键技术方法研究
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作者 王璐 《世界有色金属》 2026年第4期180-182,共3页
断层构造是矿山地质资源勘查中的关键控矿因素,其精准识别与分析对于提升找矿效率和资源评估具有重要意义。本研究以龙首矿区为案例,系统探讨断层分析的关键技术方法,包括地质测量与构造识别、多手段坑探与钻探验证及围岩蚀变识别技术... 断层构造是矿山地质资源勘查中的关键控矿因素,其精准识别与分析对于提升找矿效率和资源评估具有重要意义。本研究以龙首矿区为案例,系统探讨断层分析的关键技术方法,包括地质测量与构造识别、多手段坑探与钻探验证及围岩蚀变识别技术。通过详细的地质填图、构造面测量和多尺度观测,获取断层的几何参数及构造特征。结合探矿和钻孔采集的岩芯资料,验证断裂破碎带的矿化赋存规律,特别是围岩蚀变带在成矿预测中的重要作用。研究结果显示,断层破碎带不仅是深部隐伏矿体的重要赋存空间,也是构建“断裂破碎带-蚀变带-矿体”控矿模式的基础。 展开更多
关键词 断层识别 测井曲线 多钻孔分析 矿层缺失 构造活动
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基于钻孔全景成像与多循环张拉试验协同分析的压力分散型锚索承载机理研究
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作者 姜晓敏 《科学技术创新》 2026年第5期184-187,共4页
针对锚索锚固质量评价中多循环张拉试验数据存在多解性的问题,本文构建了“宏观张拉验收+微观物探诊断”的综合评价体系,以某区域6束压力分散型锚索多循环张拉试验数据和钻孔全景图像资料进行协同分析。结果表明:试验锚索在1.2倍设计荷... 针对锚索锚固质量评价中多循环张拉试验数据存在多解性的问题,本文构建了“宏观张拉验收+微观物探诊断”的综合评价体系,以某区域6束压力分散型锚索多循环张拉试验数据和钻孔全景图像资料进行协同分析。结果表明:试验锚索在1.2倍设计荷载下规定时间内位移增量小于1.0 mm,弹性位移处于理论值的90%~110%,试验锚索质量均合格;B区孔壁图像和试验数据展现了其优良的线弹性响应,为“弹性主导区”;C区孔壁发育的张开裂隙与高塑性变形及临界蠕变特征吻合,为“蠕变显著区”;压力分散型锚索在破碎岩体中通过“自适应压密”机制建立了有效承载。上述结论验证了将物探技术前置于锚索验收的科学价值,为复杂隐蔽工程的精细化评价提供依据。 展开更多
关键词 压力分散型锚索 多循环张拉试验 钻孔全景成像 协同分析
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鲁西南地区会宝岭铁矿床封闭不良钻孔的水源分析及止水技术 被引量:1
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作者 李军 王彦明 +7 位作者 赵昌强 张若旭 白茹雪 张君 左世晓 王娜 张英梅 孔繁众 《山东国土资源》 2025年第4期46-50,共5页
封闭不良钻孔涌水普遍存在于矿山之中,是矿山主要水害之一,本文以鲁西南会宝岭铁矿床为研究对象,通过水化学特征(Durov图)、水压(水位)、水量综合分析,封闭不良钻孔的充水水源主要为李官组裂隙水。结合岩石力学特征,提出了截水墙止水、... 封闭不良钻孔涌水普遍存在于矿山之中,是矿山主要水害之一,本文以鲁西南会宝岭铁矿床为研究对象,通过水化学特征(Durov图)、水压(水位)、水量综合分析,封闭不良钻孔的充水水源主要为李官组裂隙水。结合岩石力学特征,提出了截水墙止水、钻孔中间截流泄压、分段泄压注浆止水相结合的防治水技术,并取得良好的治水效果,对类似矿山封闭不良钻孔的止水工作具有借鉴意义。 展开更多
关键词 封闭不良钻孔 水源分析 截水墙止水 钻孔中部截流 分段泄压注浆 会宝岭铁矿
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基于井眼轨迹控制工具的谐波减速器环形柔轮仿真分析
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作者 张红 潘勇博 +3 位作者 冯定 施雷 王鹏 冯云 《长江大学学报(自然科学版)》 2025年第6期99-106,共8页
井眼轨迹控制工具是一种无级可调、指向式旋转导向工具,其谐波减速器具有降低主轴转速进而保障偏置机构实现造斜的作用,实际工作中会受到较大的扭矩。研究了工具在造斜时谐波减速器环形柔轮的力学性能,通过建立谐波减速器有限元模型,计... 井眼轨迹控制工具是一种无级可调、指向式旋转导向工具,其谐波减速器具有降低主轴转速进而保障偏置机构实现造斜的作用,实际工作中会受到较大的扭矩。研究了工具在造斜时谐波减速器环形柔轮的力学性能,通过建立谐波减速器有限元模型,计算出环形柔轮所受应力大小,发现波发生器长轴与环形柔轮内径接触的齿圈处应力最大,定义此位置为环形柔轮的危险截面,基于形状改变能密度理论研究后发现柔轮不会发生疲劳破坏,此时环形柔轮危险截面的应力与理论计算结果误差为1.53%,符合工程要求。采用有限元法展开环形柔轮的径向变形量、筒长和壁厚对谐波减速器力学性能的影响规律研究,得到筒长与环形柔轮危险截面的应力成反比,壁厚和径向变形量与环形柔轮危险截面的应力成正比,采用正交实验法研究得出径向变形量对柔轮的应力影响最大。研究结果为井眼轨迹控制工具的谐波减速器环形柔轮设计提供参考。 展开更多
关键词 井眼轨迹控制工具 谐波减速器 环形柔轮 仿真分析
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矿井定向钻孔雷达煤厚识别及成像精度研究
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作者 许献磊 李菁淋 +2 位作者 曹仕龙 张皓冉 袁正涵 《煤炭学报》 北大核心 2025年第12期5158-5170,共13页
我国煤矿地质结构复杂,赋存煤层厚度及其走向的超前精准探测对煤矿安全智能开采具有重要意义。常规地球物理超前探测方法对煤岩结构的探测误差随超前距离的增加而不断扩大,而多数孔中物探设备受限于定向能力的不足,在煤厚识别中难以发... 我国煤矿地质结构复杂,赋存煤层厚度及其走向的超前精准探测对煤矿安全智能开采具有重要意义。常规地球物理超前探测方法对煤岩结构的探测误差随超前距离的增加而不断扩大,而多数孔中物探设备受限于定向能力的不足,在煤厚识别中难以发挥有效作用。针对上述难题,研发了一种矿井定向钻孔雷达,通过定向雷达天线、高精度脉冲宽度调制(Pulse Width Modulation,PWM)电机控速与角度方位感知系统,并配套定位解算算法,实现煤层厚度的定向识别。开展定向钻孔雷达煤厚识别及成像精度分析研究,旨在为定向钻孔雷达现场作业以及随钻探测装备的研发提供指导。首先,系统阐述了定向钻孔雷达工作原理及煤厚探测方法,构建了定向钻孔雷达天线与目标体空间关系模型,实现目标探测方位的精准感知,方位角度感知误差最小为1°(电机转速低于3.71 r/min);其次,在明晰矿井定向钻孔雷达中PWM占空比与电机转速关系基础上,设计不同PWM占空比下探测试验,分析不同电机转速对采集精度的影响,得到数据采样精度误差小于2%时,最优电机转速为7.84 r/min;针对矿井常规钻机推进速度为0.01~0.30 m/s,设计探测速度在0.05~0.40 m/s范围内的不同推进速度系列探测试验,详细分析并阐明了探测速度对采样精度,以及采集精度对成像精度的影响规律。试验结果表明,针对现有巷道钻机作业工况,当定向钻孔雷达采集转速为7.84 r/min、探测推进速度为0.05 m/s时,角度采集精度误差率最小为2.8%,采集定位精度为97.2%,目标体识别分辨率可达0.256 m。矿井实测结果表明,定向钻孔雷达可探测到煤岩界面与煤层深度及其方位信息,煤厚探测精度误差为3.15%。研究成果为矿井地质透明化以及煤矿智能化建设提供有效的技术支撑。 展开更多
关键词 煤层厚度识别 定向钻孔雷达 方位感知 探测精度分析 成像精度分析
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基于围岩电性响应特征的钻孔雷达探测技术研究与应用 被引量:1
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作者 胡洁 张义平 +1 位作者 郑禄林 兰红 《矿业研究与开发》 北大核心 2025年第2期246-253,共8页
煤矿防突(涌)水关键在于厘清煤系地层-含水层之间的水力关系与精准探明异常区赋存情况,及时采取防治措施。以矿区地质特征与突水评价为基础,建立煤-岩-水耦合赋存下电性试验系统,探究介质在钻孔雷达外磁场下电激励响应特征与信号衰减特... 煤矿防突(涌)水关键在于厘清煤系地层-含水层之间的水力关系与精准探明异常区赋存情况,及时采取防治措施。以矿区地质特征与突水评价为基础,建立煤-岩-水耦合赋存下电性试验系统,探究介质在钻孔雷达外磁场下电激励响应特征与信号衰减特征。结果表明:工作面导水裂隙带高度为56.64 m,超过隔水层高度,工作面受长兴组含水层与采空区水威胁,突水危险性较高;LCR数字电桥试验中全频率段介电常数随频率增加而减小,100 MHz时介质电性特征、电容-介质损耗(C_(p)-D)特征峰值差异明显且信号传输稳定;钻孔雷达探测剖面在100 MHz时分辨率增高、成像稳定,低阻异常区主要为岩层分界处与长兴组灰岩含水异常区,且部分裂隙带、破碎带已出现导通含水情况。将研究成果纳入工程前期考量,从量化角度进一步解析物探成果,为同类工程地质探水工作提供一定实践参考。 展开更多
关键词 电性响应特征 介电常数 突水分析 钻孔雷达探测技术
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