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Water‑immersion softening mechanism of coal rock mass based on split Hopkinson pressure bar experiment 被引量:2
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作者 Zhiyuan Liu Gang Wang +4 位作者 Jinzhou Li Huaixing Li Haifeng Zhao Hongwei Shi Jianli Lan 《International Journal of Coal Science & Technology》 EI CAS CSCD 2022年第4期122-134,共13页
The coal mining process is afected by various water sources such as groundwater and coal seam water injection.Understanding the dynamic mechanical parameters of water-immersed coal is helpful for coalmine safe product... The coal mining process is afected by various water sources such as groundwater and coal seam water injection.Understanding the dynamic mechanical parameters of water-immersed coal is helpful for coalmine safe production.The impact compression tests were performed on coal with diferent moisture contents by using theϕ50 mm Split Hopkinson Pressure Bar(SHPB)experimental system,and the dynamic characteristics and energy loss laws of water-immersed coal with diferent compositions and water contents were analyzed.Through analysis and discussion,it is found that:(1)When the moisture content of the coal sample is 0%,30%,60%,the stress,strain rate and energy frst increase and then decrease with time.(2)When the moisture content of the coal sample increases from 30%to 60%,the stress“plateau”of the coal sample becomes more obvious,resulting in an increase in the compressive stress stage and a decrease in the expansion stress stage.(3)The increase of moisture content of the coal sample will afect its impact deformation and failure mode.When the moisture content is 60%,the incident rod end and the transmission rod end of the coal sample will have obvious compression failure,and the middle part of the coal sample will also experience expansion and deformation.(4)The coal composition ratio suitable for the coal immersion softening impact experiment is optimized. 展开更多
关键词 coal immersion softening Dynamic compressive response Split Hopkinson pressure bar softening mechanism model
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Extraction of locked-up coal by strengthening of rib pillars with FRP--A comparative study through numerical modelling 被引量:5
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作者 Das Arka Jyoti Mandal Prabhat Kumar +1 位作者 Ghosh Chandra Nath Sinha Amalendu 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第2期261-267,共7页
In some of the coalfields in India, coal seams are only developed but no extraction of pillars is possible due to the presence of surface or sub-surface structures and also non-availability of stowing materials which ... In some of the coalfields in India, coal seams are only developed but no extraction of pillars is possible due to the presence of surface or sub-surface structures and also non-availability of stowing materials which leads to huge amounts of coal being locked-up underground. Spontaneous heating and fire, accumulation of poisonous gases, severe stability issues leading to unsafe workings and environmental hazards are the major problems associated with the developed coal pillars. So, there is a pressing need for a technology for the mining industry to extract the huge amount of coal locked-up under different constraints. In this study, the locked-up coal is proposed to be extracted by artificially strengthening the rib pillars. The detailed comparative study is carried out to know the increase of extraction percentage of locked-up coal by strengthening the rib pillars with FRP. Extraction methodology is designed and studied through numerical modelling for its stability analysis to evaluate its suitability of application in underground. 展开更多
关键词 Locked-up coal Confined core Yield criterion Strengthened rib pillar Strain softening
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