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    Energy response characteristics and dynamic instability mechanism of coal pillar in fully-mechanized top-coal caving face induced by the dynamic and static loads
    Journal of Mining and Safety Engineering    2024, 41 (2): 221-231.   DOI: 10.13545/j.cnki.jmse.2022.0316
    Abstract114)      PDF(pc) (12265KB)(101)       Save
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    Research on the abutment stress evolution of working face mining under triangular oblique coal pillar in shallow buried close coal seams
    Journal of Mining and Safety Engineering    2024, 41 (2): 285-294.   DOI: 10.13545/j.cnki.jmse.2023.0501
    Abstract39)      PDF(pc) (8137KB)(74)       Save
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    Study on the coupled relationship between AE accumulative ring-down count and damage constitutive model of rock
    WU Xianzhen, LIU Jianwei, LIU Xiangxin, ZHAO Kui, ZHANG Yanbo
    Journal of Mining & Safety Engineering    2015, 32 (1): 28-34.  
    Abstract4962)      PDF(pc) (489KB)(6626)       Save
    In order to study the relationship between acoustic emission characteristic parameters and strain, stress and damage variable of rock under different failure models, the tests have been made to obtain the characteristics of acoustic emission of sandstone, leptynite, granite and limestone using hydraulic-pressure servo testing system RMT-150C and acoustic emission instrument SAEU2S under the uniaxial compression. Results have shown that the cumulative acoustic emission ring-down count of rocks with brittle or brittle-ductile failure model increases sharply before the peak stress, while accumulative ring-down count of rock with ductile failure model surges before a quiet period, which can be considered as a precursor for entering failure phase. With time being intermediate variable, the relational model between cumulative acoustic emission and strain generated from rock with brittle, brittle-ductile and ductile failure has been set up, and the coupled relation among cumulative acoustic emission, damage variable and stress has been deduced based on the Weibull distribution constitutive model. Proved by the test data, the precision of constitutive model with brittle, ductile failure is higher, which can provide accurately the basis for rock damage assessment.
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    Asymmetric failure mechanism and control of entries in short-distance coal seam
    Journal of Mining and Safety Engineering    2024, 41 (2): 242-254.   DOI: 10.13545/j.cnki.jmse.2022.0641
    Abstract69)      PDF(pc) (5396KB)(64)       Save
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    Investigation into the durability and stress corrosion cracking of cable bolts in underground mine environments
    Journal of Mining and Safety Engineering    2024, 41 (2): 267-276.   DOI: 10.13545/j.cnki.jmse.2022.0186
    Abstract48)      PDF(pc) (3316KB)(55)       Save
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    “O-X” failure pattern of roof and strata-pressure behavior under complex geological conditions
    LIU Honglei,YANG Tianhong,ZHANG Penghai,LI Yang,QIN Tao,YU Qinglei
    Journal of Mining & Safety Engineering    2015, 32 (5): 793-800.  
    Abstract1867)      PDF(pc) (1650KB)(2246)       Save
    In this paper, on-site monitoring, theoretical analysis and numerical simulation were used to study the strata pressure behavior and “O-X” failure law of roof under complex geological conditions in Da’anshan coal mine. Roof caving characteristic and strata pressure behavior in No.13 coal face of Da’anshan coal mine were studied through ground pressure monitoring system. Additionally, based on the field monitoring data, numerical model was established to study the formation, evolution and fracturing law of roof plastic zone during mining process. The results show that the support resistance in the middle of working face is significantly greater than those in the upper and lower parts. During the weighting period, the average length of stress concentration in the gateways is 12.17 m and 9.46 m respectively ahead of the face, and the corresponding maximum pressure is 24 MPa and 23.57 MPa respectively. In addition, the“O-X”fracture structure was obtained through numerical simulation and theoretical analysis. The first weighting and periodic weighting steps obtained by numerical simulation are basically consistent with the on-site monitoring.
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    Geological genesis and mineralizing process of co-existed and associated minerals in coal series#br#
    Journal of Mining and Safety Engineering    2024, 41 (1): 15-28.   DOI: 10.13545/j.cnki.jmse.2023.0480
    Abstract161)      PDF(pc) (4121KB)(141)       Save
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    Investigating coal pillar size in district sublevel and regional surrounding rock controlling in inclined extra-thick coal seam
    Journal of Mining and Safety Engineering    2024, 41 (2): 232-241.   DOI: 10.13545/j.cnki.jmse.2022.0348
    Abstract79)      PDF(pc) (3084KB)(53)       Save
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    Compaction deformation and acoustic emission characteristics of fractured rock with different lithology in goaf
    Journal of Mining and Safety Engineering    2024, 41 (2): 384-394.   DOI: 10.13545/j.cnki.jmse.2022.0478
    Abstract53)      PDF(pc) (3931KB)(46)       Save
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    The research on the coal wall stability mechanism in larger height coal seam with a stratum of gangue
    YANG Jing-xuan, LIU Chang-you, WU Feng-feng, YANG Yu
    Journal of Mining & Safety Engineering    2013, 30 (6): 856-862.  
    Abstract1461)      PDF(pc) (358KB)(2002)       Save
    The integrated research methods are adopted to analyze the coal wall stability for the issue of the hard gangue effect in full height mining face by the means of the theoretical analysis, indoor experiments and field measurement. The coal wall spalling model and the stable conditions are proposed, and the rib spalling mechanism in stratum of gangue is studied. The results show that: the compressive strength of the coal block in gangue or superimposed coal sample can be increased compared with the pure coal block; the axial deformation of the pure coal block or superimposed coal sample is larger than the coal block in gangue; the overall stability of the coal wall can be effectively improved in the coal seam with a stratum of gangue; the coal height has greater impact on the coal wall stability——the higher of the coal face, the easier for the coal wall instability under the same external load conditions; the coal face stability condition is given considering the differences of the continuous degree between the field coal body and indoor coal sample. The field measurement indicates that the rib spalling is more stable of the No.28202 coal face in context of the actual production in Dong-qu coal mine, and the rib spalling occurs mainly in the upper position of the No.8 coal seam. The coal face production conditions have been improved base on the low degree of rib spalling.
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    Experimental study and application of confined concrete column for automatically roof-cutting formed roadway
    Journal of Mining and Safety Engineering    2024, 41 (2): 255-266.   DOI: 10.13545/j.cnki.jmse.2022.0480
    Abstract69)      PDF(pc) (10578KB)(44)       Save
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    Time-dependent rheological model of rock based on discrete element method#br#
    Journal of Mining and Safety Engineering    2023, 40 (6): 1273-1280.   DOI: 10.13545/j.cnki.jmse.2022.0302
    Abstract122)      PDF(pc) (3603KB)(150)       Save
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    Quantifying coal pillar dam width and analyzing influencing factors in underground reservoirs of inclined coal seams
    Journal of Mining and Safety Engineering    2024, 41 (2): 277-284.   DOI: 10.13545/j.cnki.jmse.2022.0527
    Abstract42)      PDF(pc) (1706KB)(43)       Save
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    Experimental study on thermal-hydraulic-mechanical coupling of rock mass in water-conducting fault co-exploiting of coal and geothermal energy
    Journal of Mining and Safety Engineering    2024, 41 (2): 352-361.   DOI: 10.13545/j.cnki.jmse.2022.0490
    Abstract48)      PDF(pc) (3363KB)(43)       Save
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    The energy dissipation characteristics of surrounding rock during roadway excavation#br#
    Journal of Mining and Safety Engineering    2024, 41 (1): 142-150.   DOI: 10.13545/j.cnki.jmse.2023.0475
    Abstract162)      PDF(pc) (7312KB)(152)       Save
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    Study on Influence of Temperature on Anchorage Performance of Resin Anchored Bolt
    HU Bin, KANG Hong-Pu, LIN Jian, CAI Jia-Fang
    Journal of Mining & Safety Engineering    2012, 29 (5): 644-649.  
    Abstract5780)      PDF(pc) (506KB)(4577)       Save
    To analyze the phenomenon that anchoring force of resin anchored bolt often decreased where rock bolting was carried out in the roadway near spontaneous combustion region, we studied the influence of temperature on anchoring performance of resin anchored bolts in this paper, by using the comprehensive research of laboratory test and numerical simulation. The results of pull-out tests of resin anchored bolts under different temperatures show that temperatures have great influence on anchorage performance of resin anchored bolt. The anchoring force is the largest when the temperature is 25℃, and the anchoring force descends obviously with the borehole temperature increases. Additionally, FLAC3D was adopted to simulate and analyze the anchorage system of single bolt support small-scale, and the results show that the coupled multi-physics processes exist to a certain extent between the stress field and temperature field of rock mass. The stress distribution states of rock mass are different under the same external load when the temperatures of heat source are different. On the basis, we find that the temperature variations have a certain effect on physical and mechanical properties of rock mass and curing reaction process of resin capsules, and put forward the technological approaches to ensure supporting effect under different temperatures.
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    Mechanism of rock breaking by deep hole ultra-deep cut blasting and the optimum ultra-deep value determination#br#
    Journal of Mining and Safety Engineering    2023, 40 (6): 1210-1218.   DOI: 10.13545/j.cnki.jmse.2022.0122
    Abstract139)      PDF(pc) (5480KB)(154)       Save
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    Experiment and application of assembled permeable barricade in underground filling stopes#br#
    Journal of Mining and Safety Engineering    2024, 41 (1): 86-94.   DOI: 10.13545/j.cnki.jmse.2023.0485
    Abstract160)      PDF(pc) (3910KB)(110)       Save
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    Mechanical characteristics and support mechanism of coal-rock combined body under unload-loading conditions beyond peak strength
    Journal of Mining and Safety Engineering    2024, 41 (2): 372-383.   DOI: 10.13545/j.cnki.jmse.2023.0078
    Abstract45)      PDF(pc) (4386KB)(43)       Save
    为深入研究煤岩组合体的峰后卸加载力学特性,采用PFC(Particle Flow Code)数值模拟软件对其进行了模拟试验,分析了不同卸载应力水平、卸载速率和支护方案对其强度、弹性模量、峰值轴向应变、冲击能量指数及声发射等特征的影响。结果表明:煤岩组合体在峰后阶段已经产生损伤,其峰后卸加载强度、弹性模量、冲击能量指数和最大声发射撞击计数均低于峰前常规单轴压缩的结果。在相同的卸载速率下,峰后卸载应力水平越高,煤岩组合体峰后卸加载强度越高。卸载速率对煤岩组合体峰后卸加载有整体强化和局部弱化两方面的作用。在相同峰后卸载应力水平条件下,随卸载速率的增加,煤岩组合体峰后卸加载强度呈“先增大、后减小”的演化特征。支护能够显著提高破碎煤岩组合体的强度和弹性模量,但只有稳定的支护方式才能够有效降低其冲击能量指数。为提高破碎煤岩体的稳定性和降低冲击风险,应当选择具有高强度、高可靠性和大变形能力的支护系统并增加护表面积。工程示例证明研究成果对现场工程实践具有指导意义。
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    Enhancing recovery efficiency during the final mining phase of fully mechanized caving mining under thick-coal hard-roof conditions: countermeasures and strategies
    Journal of Mining and Safety Engineering    2024, 41 (2): 295-304.   DOI: 10.13545/j.cnki.jmse.2022.0525
    Abstract43)      PDF(pc) (236KB)(39)       Save
    针对厚煤硬顶工作面末采期间存在大面积悬顶引起的采动应力集中及回采效率低的问题,以唐家会煤矿61304工作面为工程背景,运用相似模拟试验、理论分析、数值模拟和现场实测等综合研究方法,在分析16.8 m特厚煤层以及15.8 m厚硬基本顶工作面末采期间覆岩垮落规律、悬臂结构力学传递机制、应力演化特征等影响因素的基础上,采用爆破切顶协同控制顶板技术,以达到提高回采率的目的。结果表明:覆岩悬臂结构在回采时期产生超前应力集中,导致末采期间顶煤回收量降低,停采煤柱被迫增加;爆破切顶破坏末采时期悬臂结构,切断超前采动应力传播途径,厚硬基本顶对工作面传递压力减弱,工作面放顶距离延长;悬臂角度与超前应力峰值呈负相关,悬臂长度与超前应力峰值呈正相关,通过破坏悬臂结构缩短悬臂长度可降低超前应力峰值;末采期间爆破切顶后超前应力峰值平均降低约5.76 MPa,停采煤柱缩短20 m,煤炭回收效率提高。工程实践表明,爆破切顶工艺能改善末采时期顶板悬空引起的采动应力集中,有效控制平巷围岩变形,极大提高煤炭回收效率,保障末采期间安全高效回采。
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    Failure Mechanism and Control Measure of Roadway Deformation with Fractured Surrounding Rock in Deep Mine
    FANG Xin-Qiu, ZHAO Jun-Jie, HONG Mu-Yin
    Journal of Mining & Safety Engineering    2012, 29 (1): 1-7.  
    Abstract4876)      PDF(pc) (656KB)(4360)       Save
    To solve the support problem of fractured surrounding rock roadway in deep mine,based on the geological conditions of west track haulage roadway in Xuehu coal mine,we established the mechanical model of roadway floor heave,and studied the failure characteristics and influence factors of the surrounding rock in this paper.The results show that the fractured surrounding rocks around two sides of the roadway have natural pressure relief effect which can delay the formation of floor heave.With the compaction of surrounding rocks in the two sides,the stress continues to transfer toward the floor which then initiates the floor heave.Hereby,the secondary support technology is proposed to control the roadway deformation with fractured surrounding rock in deep mine,that is to say,the U-steel yieldable support is adopt as the first support,while the bolt-grouting and bolt-beam-net-anchor cable support are adopt as the second support.The greatest characteristic of the technique is altered from the lagging grouting to timely grouting,which provides a platform for exerting the anchorage effect of bolt,and the support efficiency is improved greatly.The final support parameters are determined by numerical simulation optimization,and have applied to the field industrial test.The observation results show that the roadway deformation is controlled effectively,and has obtained great social and economic benefits.
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    Brazilian splitting characteristics and weakening mechanism of coal under the influence of water content
    Journal of Mining and Safety Engineering    2024, 41 (2): 362-371.   DOI: 10.13545/j.cnki.jmse.2022.0347
    Abstract46)      PDF(pc) (5908KB)(38)       Save
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    Research on the mechanical activation mechanism of coal slime based grouting filling materials for residual coal remining#br#
    Journal of Mining and Safety Engineering    2023, 40 (6): 1243-1252.   DOI: 10.13545/j.cnki.jmse.2023.0137
    Abstract140)      PDF(pc) (4601KB)(197)       Save
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    Division of “four zones” in mining strata and surface movement
    HUANG Qingxiang,XIA Xiaogang
    Journal of Mining & Safety Engineering    2016, 33 (3): 393-397.  
    Abstract916)      PDF(pc) (234KB)(1378)       Save
    Based on the integration process of strata “collapse - breaking - bending - subsidence”, the strata failure and movement were analyzed. Considering the difference of the fracture development and the strata movement, the fracture zone is divided into quasi-continuous zone and block articulated zone. Thus, the four zone division of “caved zone, block articulated zone, quasi-continuous zone and continu- ous deformation zone” is set up, and the division criterion of the four zones is put forward by using hinge condition of strata structure, coefficient of rock mass stability and fractal dimension of strata fracture.
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    Experimental study on tensile properties and crack propagation of dry and saturated tuff under different strain rates
    Journal of Mining and Safety Engineering    2024, 41 (2): 420-429.   DOI: 10.13545/j.cnki.jmse.2022.0308
    Abstract41)      PDF(pc) (5777KB)(36)       Save
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    Analysis of fluid-solid coupling mechanism of water-bearing weakly cemented surrounding rock-filling layer-drilling shaft lining in the west of China#br#
    Journal of Mining and Safety Engineering    2023, 40 (6): 1177-1190.   DOI: 10.13545/j.cnki.jmse.2022.0646
    Abstract131)      PDF(pc) (2428KB)(152)       Save
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    Study on comprehensive control technology of roadway surroundings with large-dip angle compound strata in coal mine with depth of 1300 m
    FAN Mingjian,KANG Hongpu,LIN Jian,REN Yongjie,ZHAO Peng,ZHANG Hui,ZHAO Guanglei
    Journal of Mining & Safety Engineering    2015, 32 (5): 706-713.  
    Abstract2637)      PDF(pc) (667KB)(2609)       Save
    According to the geological and production situation such as compound strata with large dip angle, high level in-situ stress, roadway crossing through different strata frequently and so on, the suitable supporting forms and scientific surroundings control methods of roadway in deep coal mine have been researched. The paper has taken typical roadway with depth of 1 300 m in deep coal mine as engineering background. Some main supporting design ideas of roadway in deep coal mine have been determined by systematic geo-mechanical on-site tests, analyzing the characteristics of surroundings deformation and its failure zones. The comprehensive control technology with combining bolts-net-cables and grouting reinforcement could prevent large and endless integral deformation of roadway surroundings. It is also important to take some extraordinary supporting manners in specific regions to avoid roadway’s local failures. At the same time, some supporting components and materials such as W-shape plate with 4 ribs, full anchored and pre-stress grouting cables, high-efficient antifriction gasket for bolts were designed to meet the needs of surroundings control. The engineering practice has proved that the comprehensive control technology that combines full-face strong anchor net supporting with grouting reinforcement could make roadway surroundings in stable state, reduce roadway repair tasks and achieve effectively supporting by once for roadway surroundings in deep coal mine by solving the supporting problems of surrounding rock deformation, long duration and serious destroy.
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    Safety analysis and prevention and control technology of thick coal seam mining under river in Xingyun coal mine
    Journal of Mining and Safety Engineering    2024, 41 (2): 305-314.   DOI: 10.13545/j.cnki.jmse.2022.0319
    Abstract49)      PDF(pc) (4452KB)(37)       Save
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    Catastrophe progression method on comprehensive evaluation of rock burst
    JIN Pei-Jian, WANG En-Yuan, LIU Xiao-Fei, HUANG Ning, WANG Si-Heng
    Journal of Mining & Safety Engineering    2013, 30 (2): 256-261.  
    Abstract1934)      PDF(pc) (249KB)(2130)       Save
    In this paper, based on the catastrophe progression method which combining the catastrophe theory and the fuzzy mathematics, a new catastrophe progression index to evaluate rock burst was proposed. Meanwhile, by comprehensive considering of the influence factors of rock burst risk, a new evaluation model of rock burst was built. In addition, after the nondimensionalization and normalization processing of the influencing factors, the sample learning on the model was conducted according to the field data in coal mine, the catastrophe progressions of different burst risk grades were ascertained, and the model was verified by using the existing data. Finally, the evaluation model was applied to engineering practice, and was compared with other evaluation methods. The results show that this method has accuracy evaluation results, high precision and good practical value.
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    Study on roadway damage characteristics and stability control of extra-thick inclined compound roof
    SU Xuegui,SONG Xuanmin,LI Haochun,YUAN Honghu,LI Benkui,DU Xianjie
    Journal of Mining & Safety Engineering    2016, 33 (2): 244-252.  
    Abstract806)      PDF(pc) (790KB)(1026)       Save
    High-angle extra-thick compound roof rock has weak interlayer bonding force and low in-situ strength, and its roadway damage has asymmetric characteristics under the complex stress. Combined with the engineering examples, using similar simulation test, FLAC 3D numerical simulation and engineering test method, the thesis has analyzed the change rule of surrounding rock stress and displacement, etc. of irregular trapezoid and arch roadway, under conditions of conventional symmetric supporting and asymmetric intensive support, and it has also revealed the asymmetric failure mechanism of extra-thick inclined compound roof roadway. It has shown that affected by terrain characteristics, the asymmetric distribution of roadway structure and stress is the primary cause of asymmetric damage of roadway; decreases of compound layered rock level normal binding and stress concentration of obtuse angle parts directly lead to weak shear slip instability; the arched roadway with asymmetric support can effectively improve the stress state of surrounding rock, so as to reduce the deformation of the surrounding rocks,improve the stress state and balance load capacity of surrounding rock supporting system.
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