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Stability evaluation method of large cross-section tunnel considering modification of thickness-span ratio in mechanized operation
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作者 Junru Zhang Yumeng Liu Bo Yan 《Railway Sciences》 2023年第2期197-210,共14页
Purpose-This study aims to research the large cross-section tunnel stability evaluation method corrected after considering the thickness-span ratio.Design/methodology/approach-First,taking the Liuyuan Tunnel of Huangg... Purpose-This study aims to research the large cross-section tunnel stability evaluation method corrected after considering the thickness-span ratio.Design/methodology/approach-First,taking the Liuyuan Tunnel of Huanggang-Huangmei High-Speed Railway as an example and taking deflection of the third principal stress of the surrounding rock at a vault after tunnel excavation as the criterion,the critical buried depth of the large section tunnel was determined.Then,the strength reduction method was employed to calculate the tunnel safety factor under different rock classes and thickness-span ratios,and mathematical statistics was conducted to identify the relationships of the tunnel safety factor with the thickness-span ratio and the basic quality(BQ)index of the rock for different rock classes.Finally,the influences of thickness-span ratio,groundwater,initial stress of rock and structural attitude factors were considered to obtain the corrected BQ,based on which the stability of a large cross-section tunnel with a depth of more than 100 m during mechanized operation was analyzed.This evaluation method was then applied to Liuyuan Tunnel and Cimushan No.2 Tunnel of Chongqing Urban Expressway for verification.Findings-This study shows that under different rock classes,the tunnel safety factor is a strict power function of the thickness-span ratio,while a linear function of the BQ to some extent.It is more suitable to use the corrected BQ as a quantitative index to evaluate tunnel stability according to the actual conditions of the site.Originality/value-The existing industry standards do not consider the influence of buried depth and span in the evaluation of tunnel stability.The stability evaluation method of large section tunnel considering the correction of overburden span ratio proposed in this paper achieves higher accuracy for the stability evaluation of surrounding rock in a full or large-section mechanized excavation of double line high-speed railway tunnels. 展开更多
关键词 large cross-section tunnel Mechanized operation Tunnel stability Thickness-span ratio Basic quality index of rock Safety factor DEPTH SPAN
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Key technologies and equipment for a fully mechanized top-coal caving operation with a large mining height at ultra-thick coal seams 被引量:61
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作者 Jinhua Wang Bin Yu +4 位作者 Hongpu Kang Guofa Wang Debing Mao Yuntao Liang Pengfei Jiang 《International Journal of Coal Science & Technology》 EI 2015年第2期97-162,共66页
Thick and ultra-thick coal seams are main coal seams for high production rate and high efficiency in Chinese coal mines, which accounts for 44 % of the total minable coal reserve. A fully mechanized top-coal caving mi... Thick and ultra-thick coal seams are main coal seams for high production rate and high efficiency in Chinese coal mines, which accounts for 44 % of the total minable coal reserve. A fully mechanized top-coal caving mining method is a main underground coal extraction method for ultra-thick coal seams. The coal extraction technologies for coal seams less than 14 m thick were extensively used in China. However, for coal seams with thickness greater than 14 m, there have been no reported cases in the world for underground mechanical extraction with safe performance, high efficiency and high coal recovery ratio. To deal with this case, China Coal Technology & Engineering Group, Datong Coal Mine Group, and other 15 organizations in China launched a fundamental and big project to develop coal mining technologies and equipment for coal seams with thicknesses greater than 14 m. After the completion of the project, a coal extraction method was developed for top-coal caving with a large mining height, as well as a ground control theory for ultra-thick coal seams. In addition, the mining technology for top-coal caving with a large mining height, the ground support technology for roadway in coal seams with a large cross-section, and the prevention and control technology for gas and fire hazards were developed and applied. Furthermore, a hydraulic support with a mining height of 5.2 m, a shearer with high reliability, and auxiliary equipment were developed and manufactured. Practical implication on the technologies and equipment developed was successfully completed at the No. 8105 coal face in the Tashan coal mine, Datong, China. The major achievements of the project are summarized as follows: 1. A top-coal caving method for ultra-thick coal seams is proposed with a cutting height of 5 m and a top-coal caving height of 15 m. A structural mechanical model of overlying strata called cantilever beam-articulated rock beam is established. Based on the model, the load resistance of the hydraulic support with a large mining height for top-coal caving method is determined. With the analysis, the movement characteristics of the top coal and above strata are evaluated during top-coal caving operation at the coal face with a large mining height. Furthermore, there is successful development of comprehensive technologies for preventing and controlling spalling of the coal wall, and the top-coal caving technology with high efficiency and high recovery at the top-coal caving face with a large mining height. This means that the technologies developed have overcome the difficulties in strata control, top-coal caving with high efficiency and high coal recovery, and enabled to achieve a production rate of more than 10 Mtpa at a single top-coal caving face with a large mining height in ultra-thick coal seams; 2. A hydraulic support with 5.2 m supporting height and anti-rockburst capacity, a shearer with high reliability, a scraper conveyor with a large power at the back of face, and a large load and long distance headgate belt conveyor have been successfully developed for a top-coal caving face with large mining height. The study has developed the key technologies for improving the reliability of equipment at the coal face and has overcome the challenges in equipping the top-coal caving face with a large mining height in ultra-thick coal seams; 3. The deformation characteristics of a large cross-section roadway in ultra-thick coal seams are discovered. Based on the findings above, a series of bolt materials with a high yielding strength of 500-830 MPa and a high extension ratio, and cable bolt material with a 1 × 19 structure, large tonnage and high extension ratio are developed. In addition, in order to achieve a safe roadway and a fast face advance, installation equipment for high pre-tension bolt is developed to solve the problems with the support of roadway in coal seams for top-coal caving operation with a large mining height; 4. The characteristics of gas distribution and uneven emission at top-coal caving face with large mining height in ultra-thick coal seams are evaluated. With the application of the technologies of gas drainage in the roof, the difficulties in gas control for high intensive top-coal caving mining operations, known as "low gas content, high gas emission", are solved. In addition, large flow-rate underground mobile equipment for making nitrogen are developed to solve the problems with fire prevention and safe mining at a top-coal caving face with large mining height and production rate of more than 10 Mtpa. A case study to apply the developed technologies has been conducted at the No. 8105 face, the Tashan coal mine in Datong, China. The case study demonstrates that the three units of equipment, i.e., the support, shearer and scraper conveyor, are rationally equipped. Average equipment usage at the coal face is 92.1%. The coal recovery ratio at the coal face is up to 88.9 %. In 2011, the coal production at the No. 8105 face reached 10.849 Mtpa, exceeding the target of 10 Mtpa for a topcoal caving operation with large mining height performed by Chinese-made mining equipment. The technologies and equipment developed provide a way for extracting ultra-thick coal seams. Currently, the technologies and equipment are used in 13 mining areas in China including Datong, Pingshuo, Shendong and Xinjiang. With the exploitation of coal resources in Western China, there is great potential for the application of the technologies and equipment developed. 展开更多
关键词 Ultra-thick coal seams Top-coal caving mining large mining height Mining method - Mining equipment Roadway support Safety guarantee
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Technical parameters of drawing and coal-gangue field movements of a fully mechanized large mining height top coal caving working face 被引量:7
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作者 LIU Chang-you HUANG Bing-xiang WU Feng-feng 《Mining Science and Technology》 EI CAS 2009年第5期549-555,共7页
Under fully mechanized, large mining height top coal caving conditions, the shield beam slope angle of the support increases due to the enlargement of the top coal breaking and caving space. This results in a change o... Under fully mechanized, large mining height top coal caving conditions, the shield beam slope angle of the support increases due to the enlargement of the top coal breaking and caving space. This results in a change of the caving window location and dimensions and, therefore, the granular coal-gangue movement and flows provide new characteristics during top coal caving. The main inferences we draw are as follows. Firstly, after shifting the supports, the caved top coal layer line and the coal gangue boundary line become steeper and are clearly larger than those under common mining heights. Secondly, during the top coal caving procedure, the speed of the coal-gangue flow increases and at the same drawing interval, the distance between the coal-gangue boundary line and the top beam end is reduced. Thirdly, affected by the drawing ratio, the slope angle of the shield beam and the dimensions of the caving window, it is easy to mix the gangue. A rational drawing interval will cause the coal-gangue boundary line to be slightly behind the down tail boom lower boundary. This rational drawing interval under conditions of large mining heights has been analyzed and determined. 展开更多
关键词 large mining height top coal caving coal-gangue movement field coal caving technical parameters coal caving window
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Analysis and key control technologies to prevent spontaneous coal combustion occurring at a fully mechanized caving face with large obliquity in deep mines 被引量:7
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作者 QIN Bo-tao SUN Qing-guo +2 位作者 WANG De-ming ZHANG Lei-lin XU Qin 《Mining Science and Technology》 EI CAS 2009年第4期446-451,共6页
In order to prevent spontaneous coal combustion occurring at a fully mechanized caving face with large obliquity in deep mines in China, we have analyzed the characteristics of spontaneous coal combustion and explain ... In order to prevent spontaneous coal combustion occurring at a fully mechanized caving face with large obliquity in deep mines in China, we have analyzed the characteristics of spontaneous coal combustion and explain theoretically the factors affecting spontaneous coal combustion, such as rock bursts, high temperatures, high ventilation resistance, slow advancing speed and large obliquity mining. Key technologies to prevent spontaneous combustion occurring in sharply inclined seams in deep mines are pro- posed; these include pouring water, stopping leakage in upper and lower comers of the working face, choking off the goaf and cov- eting the coal. CO concentrations were controlled within two years to less than 15×10^-6 at the upper comer by applying these tech- nologies at the 1410 working face of the Huafeng coal mine. Our method has significant theoretical value and is of practical impor- tance in controlling spontaneous coal combustion occurring at a fully mechanized caving face with large obliquity in deep mines. 展开更多
关键词 deep mine fully mechanized caving face with large obliquity spontaneous coal combustion
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Experimental investigation on behaviors of bolt-supported rock strata surrounding an entry in large dip coal seam 被引量:1
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作者 Ke Yang Guangxiang Xie Guowen Tan 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2011年第S1期445-449,共5页
In order to investigate the behaviors and stability of rock strata surrounding an entry with bolt supporting in large dip coal seams (LDCSs) dipping from 25° to 45°, a self-developed rotatable experimental f... In order to investigate the behaviors and stability of rock strata surrounding an entry with bolt supporting in large dip coal seams (LDCSs) dipping from 25° to 45°, a self-developed rotatable experimental frame for similar material simulation test was used to build the model with the dip of 30°, based on analyses of geological and technological conditions in Huainan mine area, Anhui, China. The strata behaviors, such as extracting- and mining-induced stresses development, deformation and failure modes, were synthetically integrated during working face advancing. Results show that the development characteristics of mining-induced stress and deformation are asymmetrical in the roadway. The strata behaviors are totally different in different sections of the roadway. Because of asymmetrically geometrical structure influenced by increasing dip, strata dislocating, rock falling and breaking occur in roof. Then, squeezing, collapsing and caving of coal happen in upper- and lower-rib due to shearing action caused by asymmetrical roof bending and dislocating. Owing to the absence of supporting, floor heaving is very violent and usually the zone of floor heaving develops from the lower-rib to upper-rib. Engineering practices show that, due to the asymmetrical characteristics of rock pressure and roadway configuration, it is more difficult to implement bolt supporting system to control rock stability of roadways in LDCSs. The upper-rib and roof of entries are the key sections. Consequently, it is reliable to use asymmetrical bolt-mesh-cable supporting system to control rock stability of roadways based on the asymmetrical characteristics of roadway configuration and strata behaviors. 展开更多
关键词 large dip coal seams (LDCSs) rock pressure asymmetrical strata behavior physical model bolt supporting system
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Trial of small gateroad pillar in top coal caving longwall mining of large mining height 被引量:8
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作者 Li Huamin Syd Peng +4 位作者 Li Huigui Xu Yongxiang Yuan Ruifu Yue Shuaishuai Li Kun 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第1期139-147,共9页
Coal seams in Tashan Mine of Datong Coal Group in China average 15 m thick and have been mined by the top coal caving longwall mining method of large mining height. Mining height was 3.8 m and the top coal caving heig... Coal seams in Tashan Mine of Datong Coal Group in China average 15 m thick and have been mined by the top coal caving longwall mining method of large mining height. Mining height was 3.8 m and the top coal caving height was 11.2 m. The gateroad pillar between panels was 38 m. During retreat mining,serious bumps occurred in the gateroads on both sides of the pillar affecting safety production. Therefore,pillarless mining was experimented. Using numerical modeling and comparative study of cases of similar mining condition,it was decided to employ a 6 m wide pillar,rather than the previous 38 m wide pillar.Support system for the gateroads was designed and implemented. During gateroad development,pillar failure conditions and entry deformation were monitored. Hydraulic fracturing method was employed to cut off the K3 sandstone along the entry rib so as to reduce the abutment pressure induced during retreat mining. Support reinforcement method combining grouting and advanced reinforcement methods was proposed to insure stable gateroad ahead of mining. Methane drainage and nitrogen injection were implemented to eliminate hazards associated with mine fire and spontaneous combustion. Since the development of gateroad has just completed,and retreat mining has not begun,the effectiveness of the proposed methods is unknown at this point. However,monitoring will continue until after mining.The results will be published in a separate paper. 展开更多
关键词 large mining heightSmall gateroad pillarTop coal caving longwall miningHydraulic fracturingGob-side entry driving
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Discovery and geological knowledge of the large deep coal-formed Qingyang Gas Field, Ordos Basin, NW China
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作者 FU Jinhua WEI Xinshan +6 位作者 LUO Shunshe ZUO Zhifeng ZHOU Hu LIU Baoxian KONG Qingfen ZHAN Sha NAN Junxiang 《Petroleum Exploration and Development》 2019年第6期1111-1126,共16页
After 50 years of oil and gas exploration in Longdong area of southwest Ordos Basin,NW China,a deep coal-formed gas field was discovered for the first time in Qingyang area.Through observation of field outcrops and co... After 50 years of oil and gas exploration in Longdong area of southwest Ordos Basin,NW China,a deep coal-formed gas field was discovered for the first time in Qingyang area.Through observation of field outcrops and core,analysis of common,cast and cathode thin sections,Ro and other geochemistry indexes,carbon isotope,electron microscope and other supporting tests and analyses,the hydrocarbon generation,reserves formation and reservoir formation characteristics of gas reservoirs at different buried depths in Yishaan slope were examined and compared.The deep gas reservoir has an average buried depth of more than 4200 m,and the main gas-bearing formation is the Member 1 of Lower Permian Shanxi Formation,which is characterized by low porosity,low permeability,low pressure and low abundance.It is believed that hydrocarbon generation in thin seam coal source rocks with high thermal evolution can form large gas fields,high-quality sandstone reservoirs with dissolved pores,intergranular pores and intercrystalline pores can still develop in late diagenetic stage under deep burial depth and high thermal evolution,and fractures improve the permeability of reservoirs.High drying coefficient of natural gas and negative carbon isotope series are typical geochemical characteristics of deep coal-formed gas.The integrated exploration and development method has been innovated,and the economic and effective development mode of gas fields of"dissecting sand body by framework vertical wells,centralized development by horizontal wells"has been formed.The discovery and successful exploration of the large gas field has provided geological basis and technical support for the construction of natural gas fields of 100 billion cubic meter scale in the southwest of the basin,and has important guidance for exploration of coal-derived gas with deep buried depth and high thermal evolution widely distributed in China. 展开更多
关键词 Ordos Basin Upper Paleozoic Lower Permian coal-formed GAS DEEP formation high thermal evolution Qingyang large GAS field
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Experimental investigation into stress-relief characteristics with upward large height and upward mining under hard thick roof 被引量:21
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作者 Ke Yang Xiang He +3 位作者 Litong Dou Wenjun Liu Li Sun Haisong Ye 《International Journal of Coal Science & Technology》 EI 2015年第1期91-96,共6页
According to geological conditions of No. 3 and No. 4 coal seams (namely A3 and B4) of the Pan'er coal mine and the parameters of panels 11223, 11224, and 11124 with fully-mechanical coal mining, we built 2D simila... According to geological conditions of No. 3 and No. 4 coal seams (namely A3 and B4) of the Pan'er coal mine and the parameters of panels 11223, 11224, and 11124 with fully-mechanical coal mining, we built 2D similar material simulation and FLAC3D numerical simulation models to investigate the development of mining-induced stress and the extraction effect of pressure-relief gas with large height and upward mining. Based on a comprehensive analysis of experimental data and observations, we obtained the deformation and breakage characteristics of strata overlying the coal seam, the development patterns of the mining-induced stress and fracture, and the size of the stress-relief area. The stress-relief effect was investigated and analyzed in consideration with mining height and three thick hard strata. Because of the group of three hard thick strata located in the main roof and the residual stress of mined panel 11124, the deformation, breakage, mining-induced stress and fracture development, and the stress-relief coefficient were discontinuous and asymmetrical. The breakage angle of the overlying strata, and the compressive and expansive zones of coal deformation were mainly controlled by the number, thickness, and strength of the hard stratum. Compared with the value of breakage angle derived by the traditional empirical method, the experimental value was lower than the traditional results by 3°-4°below the hard thick strata group, and by 13°-19° above the hard thick strata group. The amount of gas extracted from floor drainage roadway of B4 over 17 months was variable and the amount of gas per month differed considerably, being much smaller when panel 11223 influenced the area of the three hard thick strata. Generally, the stress-relief zone of No. 4 coal seam was small under the influence of the hard thick strata located in the main roof, which played an important role in delaying the breakage time and increasing the breakage space. In this study we gained understanding of the stress-relief mechanism influenced by the hard thick roof. The research results and engineering practice show that the main roof of the multiple hard thick strata is a critical factor in the design of panel layout and roadways for integrated coal exploitation and gas extraction, provides a theoretical basis for safe and high-efficient mining of coal resources. 展开更多
关键词 Integrated coal exploitation and gas extraction large mining height Stress-relief effect Hard thick strata Mining-induced stress
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CFD-Based Numerical Analysis of a Variable Cross-Section Cylinder 被引量:1
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作者 DUAN Jinlong HUANG Weiping 《Journal of Ocean University of China》 SCIE CAS 2014年第4期584-588,共5页
Using ANSYS-CFX, a general purpose fluid dynamics program, the vortex-induced vibration(VIV) of a variable cross-section cylinder is simulated under uniform current with high Reynolds numbers. Large eddy simulation(LE... Using ANSYS-CFX, a general purpose fluid dynamics program, the vortex-induced vibration(VIV) of a variable cross-section cylinder is simulated under uniform current with high Reynolds numbers. Large eddy simulation(LES) is conducted for studying the fluid-structure interaction. The vortex shedding in the wake, the motion trajectories of a cylinder, the variation of drag and lift forces on the cylinder are analyzed. The results show that the vortices of variable cross-section cylinder are chaotic and are varying along the cylinder. In places where cross-sections are changing significantly, the vortices are more irregular. The motion trail of the cylinder is almost the same but irregular. The drag and lift coefficients of the cylinder are varying with the changes of diameters. 展开更多
关键词 variable cross-section cylinder large eddy simulation fluid-solid interaction drag coefficient lift coefficient vortex shedding
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Mechanism and practice of rock control in deep large span cut holes 被引量:2
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作者 Li Chong Xu Jinhai +2 位作者 Fu Chunsheng Wu Rui Ma Qianqian 《Mining Science and Technology》 EI CAS 2011年第6期891-896,共6页
Deep large span cut holes are difficult to stabilize. The 7801 cut hole in the Lu'an Wuyang Mine was used as this project's background. The main factors affecting large span cut hole stability are analyzed. Pr... Deep large span cut holes are difficult to stabilize. The 7801 cut hole in the Lu'an Wuyang Mine was used as this project's background. The main factors affecting large span cut hole stability are analyzed. Pre- stressed bolting theory was used to design a roof control method for a large span roadway. By reducing the span and applying equal strength coordinated supports the rock could be stabilized. The control prin- ciples and methods are given herein along with the analysis. A double micro arch cross section roadway is defined and its use in solving the current problem is described. Beam arch theory was used to build a model of the double micro arch cross section roadway. A support reverse force model for the arch foot intersection was also derived. A support method based upon reducing the width of the large span in the cut hole is presented. These results show that the reduced span of the roadway roof plus the use of cable anchors and single supports gives an effective way to control the large span cut hole. On site monitoring showed that the reduced span support from the double micro arch cross section roadway design had a significant effect. The roadway surface displacement was small and harmful deformation of the cut hole was effectively controlled. This will ensure its long term stability. 展开更多
关键词 Deep large span cut hole Double micro arch cross-section roadway Roof control by cross cut Equal strength coordinated support
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Prediction of methane emissions during the extraction of close-to-roof layer of a seam of large thickness
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作者 KRAUSE Eugeniusz QU Xian-chao 《Journal of Coal Science & Engineering(China)》 2012年第4期337-343,共7页
Prediction of methane emissions at the stage of longwall planning constitutes the basis for the determination of the appropriate method and parameters of ventilation and selection of prevention means including the met... Prediction of methane emissions at the stage of longwall planning constitutes the basis for the determination of the appropriate method and parameters of ventilation and selection of prevention means including the methane drainage technol- ogy. The growth of methane saturation of coal seams with the extraction depth, with simultaneously increasing output concen- tration, contributes to the increase of the quantity of methane emitted into longwall areas. The subject matter of the article has been directed at the predicted quantity of methane emissions into planned longwalls with roof caving in the layer of seams adjacent to the roof of large thickness. The performed prognostic calculations of methane emissions into the longwall working were referred to two sources, i.e. methane liberated during coal mining by means of a cutter-loader and methane originating from the degasification of the floor layer destressed by the longwall conducted in the close-to-roof layer. The calculations of predictions allow to refer to the planned longwall, on account of the emitting methane, with possible and safe output quantity. Planning of extraction in the close-to-roof layer of a seam of large thickness with roof caving is especially important in con- ditions of increasing methane saturation with the depth of deposition and should be preceded by a prognostic analysis for de- termining the extraction possibilities of the planned longwall. 展开更多
关键词 methane emission EXTRACTION close-to-roof layer coal seam large thickness LONGWALL PREDICTION
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Ground pressure law of fully mechanized large cutting height face in extremely-soft thick seam and stability control in tip-to-face area
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作者 刘长友 常兴民 +3 位作者 黄炳香 魏民涛 王君 王建树 《Journal of Coal Science & Engineering(China)》 2007年第4期410-414,共5页
When stepped coal getting technology was applied to high seam mining working face, with field observations the following aspects of working face were analyzed based on the inherent conditions of extremely soft thick s... When stepped coal getting technology was applied to high seam mining working face, with field observations the following aspects of working face were analyzed based on the inherent conditions of extremely soft thick seam mined by Liangbei Mine, such as the brokenness and activity law of rock seam in the working face, the law of load-bearing of its supports, and the instability character of coal or rock in tip-to-face area. The following are the major laws. Pressure intensity of roof in high seam mining with extremely soft thick seam is stronger than one in slicing and sublevel-caving as a whole. But the greater crushing deformation of coal side makes pressure intensity of roof in the middle of working face be equivalent to one in sublevel-caving. In the middle of working face the roof brokenness has less dynamic load effect than roof brokenness in the two ends of working face. The brokenness instability of distinct pace of roof brings several load-bearings to supports. In condition of extremely soft thick seam, the ratio of resistance increment of supports in two ends of working face is obviously greater than that of supports in the middle. Most sloughing in coal side is triangular slop sloughing caused by shear slipping in high seam mining with extremely soft thick seam. Ultrahigh mining is the major reason for roof fall. Instability of coal or rock in tip-to-face area can be controlled effectively with the methods such as improving setting load of supports, mining along roof by reinforcing floor and protecting the immediate roof in time, and so on. 展开更多
关键词 extremely-soft thick coal seam large cutting height roof fracture coal-rock in tip-to-face area control
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松软煤层大采高工作面煤壁片帮机理及深浅孔交替超前预注浆加固技术研究 被引量:1
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作者 陈晓祥 韩文宇 《河南理工大学学报(自然科学版)》 CAS 北大核心 2024年第3期11-22,共12页
目的为探究松软煤层大采高工作面煤壁片帮机理,并对片帮严重的松软煤层大采高工作面煤壁进行有效控制,方法利用材料力学理论得到煤壁片帮的频发位置,引入煤壁剪切破坏准则,得出松软煤体煤壁片帮的主控因素。并以李村煤矿1305工作面为例... 目的为探究松软煤层大采高工作面煤壁片帮机理,并对片帮严重的松软煤层大采高工作面煤壁进行有效控制,方法利用材料力学理论得到煤壁片帮的频发位置,引入煤壁剪切破坏准则,得出松软煤体煤壁片帮的主控因素。并以李村煤矿1305工作面为例,通过FLAC3D建立数值模型,以煤壁最大位移、煤体破坏深度、支承压力大小和支承压力峰值位置4个因素作为参考比较对象,通过引入正交试验法,研究了煤层埋深、内摩擦角、黏聚力、抗拉强度以及支护强度对煤壁片帮的影响程度。结果结果表明:煤体自身的物理力学性质(内摩擦角和黏聚力)是影响煤壁片帮的主要因素,其次煤体的赋存条件(埋深)也是一个较为关键的影响因素。结论工业性试验基于正交试验结果提出了大采高综采工作面深浅孔交替超前预注浆加固技术,有效控制了李村煤矿1305工作面煤壁片帮严重情况,为其他类似地质条件大采高综采工作面煤壁片帮控制提供了借鉴。 展开更多
关键词 大采高 松软煤层 煤壁片帮 正交试验 数值模拟
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中国大气田烷烃气碳同位素组成的若干特征 被引量:1
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作者 戴金星 倪云燕 +4 位作者 龚德瑜 黄士鹏 刘全有 洪峰 张延玲 《石油勘探与开发》 EI CAS CSCD 北大核心 2024年第2期223-233,共11页
勘探开发大气田是一个国家快速发展天然气工业的重要途径。1991年至2020年,中国新探明大气田68个,促进2020年产气1925×10^(8)m^(3),成为世界第4产气大国。基于中国70个大气田的1696个气样组分和烷烃气碳同位素组成数据,获得中国大... 勘探开发大气田是一个国家快速发展天然气工业的重要途径。1991年至2020年,中国新探明大气田68个,促进2020年产气1925×10^(8)m^(3),成为世界第4产气大国。基于中国70个大气田的1696个气样组分和烷烃气碳同位素组成数据,获得中国大气田烷烃气碳同位素组成特征:①δ^(13)C_(1)、δ^(13)C_(2)、δ^(13)C_(3)和δ^(13)C_(4)的最轻值和平均值,随分子中碳数逐增而变重,而δ^(13)C_(1)、δ^(13)C_(2)、δ^(13)C_(3)和δ^(13)C_(4)的最重值,随分子中碳数逐增而变轻。②中国大气田δ^(13)C_(1)值的分布区间为−71.2‰~−11.4‰,其中生物气δ^(13)C_(1)值的分布区间为−71.2‰~−56.4‰;油型气δ^(13)C_(1)值的分布区间为−54.4‰~−21.6‰;煤成气δ^(13)C_(1)值的分布区间为−49.3‰~−18.9‰;无机成因气δ^(13)C_(1)值的分布区间为−35.6‰~−11.4‰;根据这些数据编制了中国大气田的δ^(13)C_(1)值尺图。③中国天然气δ^(13)C_(1)值的分布区间为−107.1‰~−8.9‰,其中生物气δ^(13)C_(1)值为−107.1‰~−55.1‰;油型气δ^(13)C^(1)值为−54.4‰~−21.6‰;煤成气δ^(13)C_(1)值为−49.3‰~−13.3‰;无机成因气δ13C1值为−36.2‰~−8.9‰;根据上述数据编制了中国天然气的δ^(13)C_(1)值尺图。 展开更多
关键词 中国 大气田 生物气 油型气 煤成气 无机成因气 烷烃气 碳同位素组成 δ_(13)C^(1)值尺
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大倾角大采高工作面煤壁失稳机理分析
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作者 张浩 伍永平 解盘石 《中国矿业》 北大核心 2024年第8期107-114,共8页
大倾角大采高工作面煤壁灾变易诱使支架-围岩系统失衡,导致围岩稳定性控制复杂化,故煤壁灾变防控对保障工作面安全生产十分关键,而科学化防控技术的前提是明晰煤壁失稳孕育机制,为此采用数值计算及理论分析法展开研究。研究结果表明:大... 大倾角大采高工作面煤壁灾变易诱使支架-围岩系统失衡,导致围岩稳定性控制复杂化,故煤壁灾变防控对保障工作面安全生产十分关键,而科学化防控技术的前提是明晰煤壁失稳孕育机制,为此采用数值计算及理论分析法展开研究。研究结果表明:大倾角大采高工作面煤壁承压倾向分区异化,下部区域应力集中程度较中部、上部高,集中区范围由下至上减小,垂向中部应力值较低,应力极值及走向位置与回采距具有正相关性,煤壁揭露前后邻域承压环境会突变,且承压态随煤体破坏演变异化,煤体承压结构会由非连续态经压实过渡为类连续状,而后整体移动至阈值后发生破断结构离散化。煤壁前方塑性区随采动作用不同幅度扩展,其稳定性受制于回采距及速度,低速回采、回采距离增加时煤壁稳定性逐步降低,塑性破裂发育区煤体为支承压力等动载、静载主承体,煤壁失稳是支承压力与扰动区内煤体自身抗压性能动态失衡,由运移、变形等承压行为量变诱发煤体结构质变而破断失稳,承压非对称性及多向耦合造成煤壁失稳分区及范围倾向扩展。 展开更多
关键词 大倾角 大采高 煤壁 塑性区 失稳机理
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厚煤层大采高综放工作面覆岩断裂演化规律研究 被引量:1
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作者 刘洪涛 罗紫龙 +3 位作者 韩子俊 韩洲 陈小港 彭佳琛 《煤炭科学技术》 EI CAS CSCD 北大核心 2024年第3期1-12,共12页
大采高综放开采易形成强烈的矿压显现,上覆岩层的断裂演化规律对工作面安全生产至关重要。以羊场湾煤矿160206工作面为工程背景,运用相似模拟试验、数值模拟和理论分析的综合研究方法,对大采高综放工作面覆岩的断裂过程与覆岩运移规律... 大采高综放开采易形成强烈的矿压显现,上覆岩层的断裂演化规律对工作面安全生产至关重要。以羊场湾煤矿160206工作面为工程背景,运用相似模拟试验、数值模拟和理论分析的综合研究方法,对大采高综放工作面覆岩的断裂过程与覆岩运移规律进行系统研究。研究表明:导水裂隙带内岩层随工作面推进表现为“台阶下沉”,同层岩层下沉趋势沿走向表现为“急剧下降—稳定(最大值)—快速上升—稳定(最小值)”。工作面覆岩运动场由两区分布(加速下沉区、缓慢下沉区)演化为三区分布(加速下沉区、缓慢下沉区、稳定区)。对离层演化与地表下沉规律进行了定量描述,运用理论计算表达式深入地剖析了地表的动态下沉机理及其相关因素。结合相似模拟与数值模拟的试验结果,提出了覆岩断裂演化的形态变化特征:覆岩断裂形态由“单等腰梯形”演化为“双等腰梯形”,表土层影响区由“矩形”演化为“倒梯形”。分析了覆岩中垮落区、离层区、压实区、裂隙富集区的动态演化过程:垮落区逐渐增大至一定程度,高度小幅度降低并趋于稳定,离层区由下至上逐渐发育并随工作面向前移动,离层区逐渐闭合形成压实区,且压实区逐渐增大并最终保持稳定,裂隙富集区位于采空区前后端部并随工作面向前移动。 展开更多
关键词 大采高综放 相似模拟 覆岩运动场 覆岩运移 覆岩断裂形态
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重介分选密度智能控制系统在济二煤矿选煤厂的应用 被引量:1
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作者 朱绍文 李新祥 +2 位作者 戴长官 朱新奇 徐鹏展 《煤炭加工与综合利用》 CAS 2024年第2期1-6,共6页
阐述了济宁二号煤矿选煤厂针对重介分选密度控制问题,以数字化建设为基础,依托人工智能技术进行了智能化建设的探索。基于完善的生产传感器,采集原煤灰分、入洗煤量、磁性物含量、精煤灰分等生产数据入库保存,作为智能控制系统的数据基... 阐述了济宁二号煤矿选煤厂针对重介分选密度控制问题,以数字化建设为基础,依托人工智能技术进行了智能化建设的探索。基于完善的生产传感器,采集原煤灰分、入洗煤量、磁性物含量、精煤灰分等生产数据入库保存,作为智能控制系统的数据基础。基于盘古大模型和优化求解技术构建重介分选密度设定值的智能推荐系统,并将推荐的分选密度自动下发到PLC系统执行,形成完整的生产闭环。生产实践表明,该系统控制得到的精煤产品灰分稳定性更高,精煤理论产率相比人工控制提升0.334%。 展开更多
关键词 选煤厂 重介质旋流器 人工智能 大模型 分选密度控制
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延长东部浅层煤层气水平井井下固井工具附件可靠性实验探索
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作者 李永耀 李国荣 +1 位作者 罗红芳 张文哲 《科技通报》 2024年第3期9-14,共6页
延长气田东部区域煤层埋深浅、存在低压、易漏失层,该区域内的煤层气井在固井过程中易发生地层破裂、水泥浆漏失现象,井下固井工具附件可靠性直接影响固井质量。本文从固井技术难点分析出发,对于可靠性较高的弹簧球式浮箍浮鞋、固井碰... 延长气田东部区域煤层埋深浅、存在低压、易漏失层,该区域内的煤层气井在固井过程中易发生地层破裂、水泥浆漏失现象,井下固井工具附件可靠性直接影响固井质量。本文从固井技术难点分析出发,对于可靠性较高的弹簧球式浮箍浮鞋、固井碰压关井阀等设备完成仿真模拟分析及性能试验;研发的碰压关闭式浮箍,提高了工具可靠性。设计工具附件组成固井管串结构,现场应用2口水平井,结果表明优选的固井工具附件能够满足浅层大位移水平井固井施工的技术要求。 展开更多
关键词 煤层气 浅层大位移 固井工具附件 可靠性 模拟
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小保当一号煤矿特大型智能主运输系统设计
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作者 张广龙 史志红 《煤炭工程》 北大核心 2024年第7期28-34,共7页
针对小保当煤矿主运输系统大运量、高带速、高带强的特点,进行了技术方案的分析研究并对各部带式输送机均采用了最佳配置设计。文章介绍了采用多项国内外先进技术对主运输系统的各个具体环节进行的优化设计,包括:采用智能化设计技术,实... 针对小保当煤矿主运输系统大运量、高带速、高带强的特点,进行了技术方案的分析研究并对各部带式输送机均采用了最佳配置设计。文章介绍了采用多项国内外先进技术对主运输系统的各个具体环节进行的优化设计,包括:采用智能化设计技术,实现主运输系统的远程集中控制、协同运行和无人值守;采用特大型装备设计技术,对系统关键位置及重要部件进行分析研究,确保安全;采用井下煤水分离技术,对原煤进行脱水处理,避免“水煤”隐患;采用动力学分析技术,对多种不利工况下的输送带张力特性进行模拟,优化设备布置。最终实现了国内井下总运输距离最长、装机总容量最大的煤炭主运输系统的智能化、无人化长期连续平稳运行,为国内特大型矿井的煤炭主运输系统设计起到了引领示范作用。 展开更多
关键词 特大型 主运输系统 智能化 煤水分离 动力学分析
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基于正交设计的大比例模型采场煤体相似材料配比试验研究
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作者 伍永平 曹建利 +4 位作者 张艳丽 皇甫靖宇 刘宝恒 汤业鹏 闫壮壮 《煤炭技术》 CAS 2024年第4期1-5,共5页
针对传统模型材料难以满足大比例模型采场材料需求,结合大比例模型相似模拟试验特点及相似理论,以陶粒、河沙、粉煤、水泥和石膏为原料,设计正交试验,测试试件的物理力学等参数。结果表明:大比例模型采场材料基本特征为低容重、高强度... 针对传统模型材料难以满足大比例模型采场材料需求,结合大比例模型相似模拟试验特点及相似理论,以陶粒、河沙、粉煤、水泥和石膏为原料,设计正交试验,测试试件的物理力学等参数。结果表明:大比例模型采场材料基本特征为低容重、高强度。煤体材料密度随陶粒/骨料比值的增大而减小,抗压强度和抗拉强度随陶粒/骨料、水膏比的增大而减小,随水胶比的增大而增大,弹性模量、黏聚力和内摩擦角随陶粒/骨料和骨胶比的增大而减小。通过多元线性回归分析反算大比例模型采场煤体相似材料配比模型,并通过试验得到不同尺寸试件各试验指标误差在20%内波动,证实了该配比模型的可靠性。 展开更多
关键词 大比例模型 正交设计 采场煤体 配比模型
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