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Influence of longwall gateroad convergence on the process of mine ventilation network-model tests 被引量:3
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作者 Andrzej Walentek Tomasz Janoszek +1 位作者 Stanis?aw Prusek Aleksander Wrana 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2019年第4期585-590,共6页
Hard coal mines are required to constantly ventilate mine workings to ensure that the air composition is at a certain humidity and temperature level that is comfortable for underground mine workers,especially in deep ... Hard coal mines are required to constantly ventilate mine workings to ensure that the air composition is at a certain humidity and temperature level that is comfortable for underground mine workers,especially in deep deposits.All underground workings,which are part of the mine ventilation network,should be ventilated in a way that allows maintaining proper oxygen concentration not lower than 19%(by volume),and limits concentration of gases in the air such as methane,carbon monoxide or carbon dioxide.The air flow in the mine ventilation network may be disturbed due to the natural convergence(deformation)and lead to change in its original cross-section.Reducing the cross-sectional area of the mining excavation causes local resistances in the air flow and changes in aerodynamic potentials,which leads to emergency states in the mine ventilation network.This paper presents the results of numerical simulations of the influence of gateroad convergence on the ventilation process of a selected part of the mine ventilation network.The gateroad convergence was modelled with the finite element software PHASE 2.The influence of changes in the cross-sectional area of the gateroad on the ventilation process was carried out using the computational fluid dynamics software Ansys-Fluent. 展开更多
关键词 GEOMECHANICS CONVERGENCE NUMERICAL modelling Ventilation PROCESS SUPPORT
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Influence of canopy ratio of powered roof support on longwall working stability——A case study 被引量:1
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作者 Sylwester Rajwa Tomasz Janoszek Stanis?aw Prusek 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2019年第4期591-598,共8页
The case study describes longwall coal seam A in a hard coal mine,where longwall coal face stability loss and periodic roof fall occurrences had been registered.The authors have attempted to explain the situation base... The case study describes longwall coal seam A in a hard coal mine,where longwall coal face stability loss and periodic roof fall occurrences had been registered.The authors have attempted to explain the situation based on in-situ measurements and observations of the longwall working as well as numerical simulation.The calculations included several parameters,such as powered roof support geometry in the form of the canopy ratio,which is a factor that influences load distribution along the canopy.Numerical simulations were realized based on a rock mass model representing realistic mining and geological conditions at a depth of 600 m below surface for coal seam A.Numerical model assumptions are described,while the obtained results were compared with the in-situ measurements.The conclusions drawn from this work can complement engineering knowledge utilized at the stage of powered roof support construction and selection in order to improve both personnel safety and longwall working stability,and to achieve better extraction. 展开更多
关键词 COAL MINING Modelling Powered ROOF supports LONGWALL workings Safety STABILITY
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Chemistry and particle size distribution of respirable coal dust in underground mines in Central Eastern Europe 被引量:1
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作者 Pedro Trechera Xavier Querol +4 位作者 Robert Lah Diane Johnson Aleksander Wrana Ben Williamson Teresa Moreno 《International Journal of Coal Science & Technology》 EI CAS CSCD 2022年第1期200-216,共17页
Despite international efforts to limit worker exposure to coal dust,it continues to impact the health of thousands of miners across Europe.Airborne coal dust has been studied to improve risk models and its control to ... Despite international efforts to limit worker exposure to coal dust,it continues to impact the health of thousands of miners across Europe.Airborne coal dust has been studied to improve risk models and its control to protect workers.Particle size distribution analyses shows that using spraying systems to suppress airborne dusts can reduce particulate matter concentrations and that coals with higher ash yields produce finer dust.There are marked chemical differences between parent coals and relatively coarse deposited dusts(up to _(500)μm,DD_(500)).Enrichments in Ca,K,Ba,Se,Pb,Cr,Mo,Ni and especially As,Sn,Cu,Zn and Sb in the finest respirable dust fractions could originate from:(i)mechanical machinery wear;(ii)variations in coal mineralogy;(iii)coal fly ash used in shotcrete,and carbonates used to reduce the risk of explosions.Unusual enrichments in Ca in mine dusts are attributed to the use of such concrete,and elevated K to raised levels of phyllosilicate mineral matter.Sulphur concentrations are higher in the parent coal than in the DD_(500),probably due to relatively lower levels of organic matter.Mass concentrations of all elements observed in this study remained below occupational exposure limits. 展开更多
关键词 Coal dust Deposited dust Respirable dust Particle size distribution Dust chemistry PM10 coal dust exposure
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Laboratory pull-out tests on fully grouted rock bolts and cable bolts:Results and lessons learned 被引量:23
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作者 Isabelle Thenevin Laura Blanco-Martín +3 位作者 Faouzi Hadj-Hassen Jacques Schleifer Zbigniew Lubosik Aleksander Wrana 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2017年第5期843-855,共13页
Laboratory pull-out tests were conducted on the following rock bolts and cable bolts:steel rebars,smooth steel bars,fiberglass reinforced polymer threaded bolts,flexible cable bolts,IR5/IN special cable bolts and Mini... Laboratory pull-out tests were conducted on the following rock bolts and cable bolts:steel rebars,smooth steel bars,fiberglass reinforced polymer threaded bolts,flexible cable bolts,IR5/IN special cable bolts and Mini-cage cable bolts.The diameter of the tested bolts was between 16 mm and 26 mm.The bolts were grouted in a sandstone sample using resin or cement grouts.The tests were conducted under either constant radial stiffness or constant confining pressure boundary conditions applied on the outer surface of the rock sample.In most tests,the rate of displacement was about 0.02 mm/s.The tests were performed using a pull-out bench that allows testing a wide range of parameters.This paper provides an extensive database of laboratory pull-out test results and confirms the influence of the confining pressure and the embedment length on the pull-out response(rock bolts and cable bolts).It also highlights the sensitivity of the results to the operating conditions and to the behavior of the sample as a whole,which cannot be neglected when the test results are used to assess the bolt-grout or the grouterock interface. 展开更多
关键词 Pull-out test Fully grouted bolts Laboratory-scale Confining pressure Embedment length Bolt-grout interface
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