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| 1 | Experimental and theoretical investigation on mechanisms performance of the rock-coal-bolt(RCB)composite system显示文摘For coal mines,rock,coal,and rock bolt are the critical constituent materials for surrounding rock in the underground engineering.The stability of the“rock-coal-bolt”(RCB)composite system is affected by the structure and fracture of the coal-rock mass.More rock bolts installed on the rock,more complex condition of the engineering stress environment will be(tensile-shear composite stress is principal).In this paper,experimental analysis and theoretical verification were performed on the RCB composite system with different angles.The results revealed that the failure of the rock-coal(RC)composite specimen was caused by tensile and shear cracks.After anchoring,the reinforcement body formed inside the composite system limits the area where the crack could occur in the specimen.Specifically,shearing damage occurred only around the bolt,and the stress-strain curve presented a better post-peak mechanical property.The mechanical mechanism of the bolt under the combined action of tension and shear stress was analyzed.Additionally,a rock-coal-bolt tensile-shear mechanical(RCBTSM)model was established.The relationship(similar to the exponential function)between the bolt tensile-shear stress and the angle was obtained.Moreover,the influences of the dilatancy angle and bolt diameter of the RCB composite system were also considered and analyzed.Most of the bolts are subjected to the tensile-shearing action in the post-peak stage.The implications of these results for engineering practice indicated that the bolts of the RCB composite system should be prevented from entering the limit shearing state early. | Genshui Wu Weijian Yu Jianping Zuo Shaohua Du | 2020 | International Journal of Mining Science and Technology2020，30，6： | 5 |
| 2 | Investigation on fracture models and ground pressure distribution of thick hard rock strata including weak interlayer显示文摘Dynamic disasters,such as rock burst due to the breaking of large area stiff roof strata,are known to occur in the hard rock strata of coal mines.In this paper,mechanical models of the fracturing processes of thick hard rock strata were established based on the thick plate theory and numerical simulations.The results demonstrated that,based on the fracture characteristics of the thick hard rock strata,four fracture models could be analyzed in detail,and the corresponding theoretical failure criteria were determined in detail.In addition,the influence of weak interlayer position on the fracture models and ground pressure of rock strata is deeply analyzed,and six numerical simulation schemes have been implemented.The results showed that the working face pressure caused by the independent movement of the lower layer is relatively low.The different fracture type of the thick hard rock strata had different demands on the working resistance of the hydraulic powered supports.The working resistance of the hydraulic powered supports required by the stratified movements was lower than that of the non-stratified movements. | Meilu Yu Jianping Zuo Yunjiang Sun Changning Mi Zhengdai Li | 2022 | International Journal of Mining Science and Technology2022，32，1： | 5 |
| 3 | Calibration and uniqueness analysis of microparameters for DEM cohesive granular material显示文摘The differential evolution(DE)algorithm was deployed to calibrate microparameters of the DEM cohesive granular material.4 macroparameters,namely,uniaxial compressive strength,direct tensile strength,Young’s modulus and Poisson’s ratio,can be calibrated to high accuracy.The best calibration accuracy could reach the sum of relative errors RE_(sum)<0.1%.Most calibrations can be achieved with RE_(sum)<5%within hours or RE_(sum)<1%within 2 days.Based on the calibrated results,microparameters uniqueness analysis was carried out to reveal the correlation between microparameters and the macroscopic mechanical behaviour of material:(1)microparameters effective modulus,tensile strength and normal-to-shear stiffness ratio control the elastic behaviour and stable crack growth,(2)microparameters cohesion and friction angles present a negative linear correlation that controls the axial strain and lateral strain prior to the peak stress,and(3)microparameters friction coefficient controls shear crack friction and slip mainly refers to the unstable crack behaviour.Consideration of more macroparameters to regulate the material mechanical behaviour that is dominated by shear crack and slip motion is highlighted for future study.The DE calibration method is expected to serve as an alternative method to calibrate the DEM cohesive granular material to its peak strength. | Songtao Ji Jurij Karlovšek | 2022 | International Journal of Mining Science and Technology2022，32，1： | 3 |
| 4 | Utilising the scientific method to demonstrate that slender beam/column behaviour is the dominant behavioural mechanism leading to roof/rib failure显示文摘As per most other earth science engineering problems,the underground coal geotechnical environment and the way in which roof and rib support interacts with the rock mass are complex issues.It is therefore generally recognised that without prudent simplification,the complexity of the problem will overwhelm all current geotechnical methods of modelling,not least for the reason that a rock mass can never be characterised to a level that allows a'non-simplified'analysis.The fact that numerical models,which are commonly purported to be a'simulation'tool and the so-called epitome of advanced geotechnical engineering,always need to be'calibrated'to a known reality is taken to be conclusive proof of this statement.While the problem should not be oversimplified(i.e.the dominant failure mechanisms or critical data input parameters should not be ignored),without question judicious simplification is at the heart of all engineering design,to the point that it has a well-established name–'reductionism'.The hypothesis addressed in this paper,is that horizontal and vertical stress-driven slender beam and column behaviour(which includes unstable Euler Buckling)are respectively the dominant(but not only)roadway roof and ribline behavioural mechanism that(if not controlled)can lead to excessive deformation,failure and eventual collapse.As a part of the Scientific Method,a hypothesis can only be tested via real-world observations,measurements and analyses in establishing it is a credible Theory.Utilising the Scientific Method,this paper demonstrates that slender beam/column behaviour is the dominant instability mechanism within a coal mine roof/rib subject to elevated horizontal/vertical stress conditions and therefore,must be representatively accounted for in any credible empirical,analytical,or numerical approach to coal mine roof/rib stability assessment and associated ground support design. | Mark Colwell Russell Frith | 2021 | International Journal of Mining Science and Technology2021，31，5： | 1 |
| 5 | A flexible multi-body model of a surface miner for analyzing the interaction between rock-cutting forces and chassis vibrations显示文摘The discontinuous nature of rock cutting can easily cause unwanted vibrations in the structure of a surface miner.If these vibrations are not properly addressed,the related stress cycles can gradually damage the chassis resulting in fatigue failures.These events can seriously undermine the safety of operators and digging operations may be stopped for days,with an obvious economic impact.This work presents an analysis of the dynamics of a surface miner,focusing on the interaction between cutting machine dynamics and cutting forces,which is a new approach for this type of machine.For this purpose,the authors developed a numerical model of the cutting process made up of(1)a multi-body model of the cutting machine,which takes into account the chassis's flexibility;(2)a model of the rotating cutting head;and(3)a model of the interaction between the cutting head and rock,based on Shao's model.The model was compared with experimental results and then used to investigate the effects of cutting speed and cutting depth on the machine dynamics. | Alessandro Medolago Stefano Melzi | 2021 | International Journal of Mining Science and Technology2021，31，3： | 1 |
| 6 | 金属矿山地质灾害风险智能监测预警技术现状与展望显示文摘金属矿山地质灾害风险智能监测预警技术是保障矿山安全生产的关键技术之一,是岩石力学应用于矿山安全领域研究的热点问题。从地质灾害风险定义、类型、监测方式、预警技术等方面出发,简述了金属矿山地质灾害风险监测预警技术的发展现状,指出在灾害风险定义方面,金属矿山地质灾害风险易发性、易损性和危险性量化分析理论体系尚不完善;在灾害风险监测与数据融合方面,多感知设备协同监测与数据融合理论仍不完善,尚未实现基于风险条件的感知设备布设方案智能调整,难以保障采动岩体力学响应的时空完整性与连续性;在灾害风险预警方法方面,监测与模拟相结合已成为矿山灾害预警发展趋势,应进一步与云计算、人工智能等技术相融合,建立完善的理论体系,实现实时动态、精准高效、智能的灾害风险预警。在此基础上,围绕“现场监测和数值模拟相结合灾害预测预警”的学术思想,提出了“地质灾害案例匹配、多源数据挖掘、力学机理分析、专家系统诊断”四位一体的灾害风险智能预测预警方法,进一步以弓长岭露天矿浅层隐伏空区垮塌与地表塌陷风险监测预警工作为背景,实现了上述方法的应用与推广。最后指出了金属矿山灾害风险智能监测预警技术存在着多源力学响应数据难以高精度连续协同感知、灾害预测预警模型参数难以精准选取、灾害监测预警系统尚不完善等问题,多灾种高性能、专用特种智能感知技术与装备,标准化数据通信协议与架构,监测—模拟相结合的灾害智能预警模型,地质灾害监测预警平台与数字孪生技术是解决上述问题的关键技术,是未来的主要发展趋势。 | 朱万成 徐晓冬 李磊 牟文强 宋清蔚 李荟 | 2024 | 金属矿山2024，，1： | 0 |
| 7 | 不同应力路径下岩石细观力学性能离散元研究显示文摘岩体工程中的应力状态对围岩的稳定性具有重要影响。为研究地下巷道中岩体应力状态对围岩稳定性的影响规律,基于离散元理论,对地下巷道开挖过程的应力状态进行分析,开展了围压卸载—轴压增加、围压卸载—轴压不变和围压卸载—轴压减少3种不同卸载路径下的三轴压缩数值模拟试验,并与常规三轴压缩试验进行对比,分析了不同应力路径下的岩石宏观强度特征及细观损伤过程差异性。结果表明:强度准则和应力张量状态不受卸载路径的影响,但不同应力路径下岩体的损伤过程不同,围压卸载—轴压不变应力路径下的微观裂纹发育最密集,而围压卸载—轴压增加应力路径下的裂纹丛集速度最快。研究结果可为地下巷道开挖过程中的围岩应力卸载破坏分析提供参考。 | 李杰林 王京瑶 肖益盖 李小双 | 2023 | 黄金科学技术2023，31，1： | 0 |
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