Aiming at the problem of dynamic instability of hard-brittle jointed rock surrounding in deep tunnel/roadway engineering,combining with the support concepts of"coupling rigidity with flexibility"and"ove...Aiming at the problem of dynamic instability of hard-brittle jointed rock surrounding in deep tunnel/roadway engineering,combining with the support concepts of"coupling rigidity with flexibility"and"overcoming rigidity by flexibility",the prevention and control method with"rigid-flexible coupling(R-F-C)"was put forward.Through numerical simulation calculation,the impact damage process,acoustic emission(AE)evolution characteristics,and element stress/displacement evolution characteristics of unsupported surrounding rock structure model,rigid supporting surrounding rock structure model,and"R-F-C"supporting surrounding rock structure model under horizontal bidirectional impact loading were compared and analyzed.Based on the theory of stress wave propagation,the dynamic instability catastrophe mechanism of three kinds of supporting structure models induced by horizontal bidirectional impact loading was revealed.Based on the Mohr-Coulomb strength theory,the stress discrimination methods of dynamic catastrophe of surrounding rock induced by horizontal bidirectional impact loading under three kinds of supporting structures were proposed.Combined with the above numerical simulation study,the explosion impact physical and mechanical test of"R-F-C"surrounding rock supporting plate structure was further designed and carried out.Finally,combined with the"conceptual model of ball-cliff potential energy instability",the energy driving theory and energy transformation mechanism of impact-induced rockburst under three kinds of supporting structures were discussed deeply.The research results provided a scientific basis for further promoting the effective application of"R-F-C"supporting structure in the prevention and control of dynamic instability of deep tunnel/roadway surrounding rock.展开更多
研究了微肋管内R407C和R22的流动沸腾换热特性,采用威尔逊图解法对实验数据进行处理,主要分析实验工况、制冷剂物性、微肋管结构等变量的影响。结果表明:制冷剂R407C与R22与换热壁面之间的换热热阻均随热流密度、质流密度、干度、肋片...研究了微肋管内R407C和R22的流动沸腾换热特性,采用威尔逊图解法对实验数据进行处理,主要分析实验工况、制冷剂物性、微肋管结构等变量的影响。结果表明:制冷剂R407C与R22与换热壁面之间的换热热阻均随热流密度、质流密度、干度、肋片螺旋角等的增加而减小;由于制冷剂气液相密度比的差异性,R22传热系数比与R407C的高约18.5%—21.4%。选用关联式对微肋管内R407C流动沸腾换热特性进行预测评估,并对关联式预测精度随干度、质流密度等的变化趋势进行分析。在所选关联式内,Yu and Koyama关联式表现出最佳预测效果,其平均预测误差在±6.5%以内,且干度、质流密度对其预测精度的影响相近;而对于其它关联式,干度对关联式预测精度的影响比重普遍高于质流密度。展开更多
基金Project(2023AH051167)supported by the Natural Science Research Project of Anhui Educational Committee,ChinaProject(AHBP2024B-04)supported by the Foundation of Anhui Engineering Research Center of New Explosive Materials and Blasting Technology,China+1 种基金Project(GXZDSYS2023103)supported by the Open Fund for Anhui Key Laboratory of Mining Construction Engineering,ChinaProjects(52274071,52404155)supported by the National Natural Science Foundation of China。
文摘Aiming at the problem of dynamic instability of hard-brittle jointed rock surrounding in deep tunnel/roadway engineering,combining with the support concepts of"coupling rigidity with flexibility"and"overcoming rigidity by flexibility",the prevention and control method with"rigid-flexible coupling(R-F-C)"was put forward.Through numerical simulation calculation,the impact damage process,acoustic emission(AE)evolution characteristics,and element stress/displacement evolution characteristics of unsupported surrounding rock structure model,rigid supporting surrounding rock structure model,and"R-F-C"supporting surrounding rock structure model under horizontal bidirectional impact loading were compared and analyzed.Based on the theory of stress wave propagation,the dynamic instability catastrophe mechanism of three kinds of supporting structure models induced by horizontal bidirectional impact loading was revealed.Based on the Mohr-Coulomb strength theory,the stress discrimination methods of dynamic catastrophe of surrounding rock induced by horizontal bidirectional impact loading under three kinds of supporting structures were proposed.Combined with the above numerical simulation study,the explosion impact physical and mechanical test of"R-F-C"surrounding rock supporting plate structure was further designed and carried out.Finally,combined with the"conceptual model of ball-cliff potential energy instability",the energy driving theory and energy transformation mechanism of impact-induced rockburst under three kinds of supporting structures were discussed deeply.The research results provided a scientific basis for further promoting the effective application of"R-F-C"supporting structure in the prevention and control of dynamic instability of deep tunnel/roadway surrounding rock.
文摘研究了微肋管内R407C和R22的流动沸腾换热特性,采用威尔逊图解法对实验数据进行处理,主要分析实验工况、制冷剂物性、微肋管结构等变量的影响。结果表明:制冷剂R407C与R22与换热壁面之间的换热热阻均随热流密度、质流密度、干度、肋片螺旋角等的增加而减小;由于制冷剂气液相密度比的差异性,R22传热系数比与R407C的高约18.5%—21.4%。选用关联式对微肋管内R407C流动沸腾换热特性进行预测评估,并对关联式预测精度随干度、质流密度等的变化趋势进行分析。在所选关联式内,Yu and Koyama关联式表现出最佳预测效果,其平均预测误差在±6.5%以内,且干度、质流密度对其预测精度的影响相近;而对于其它关联式,干度对关联式预测精度的影响比重普遍高于质流密度。
