煤矿安全2025，Vol.56Issue(1)：107-116,10.DOI:10.13347/j.cnki.mkaq.20240015
深部圆形巷道冲击破坏特征试验研究
Experimental study on impact failure characteristics of deep circular roadway
摘要
Abstract
In order to study the impact failure characteristics of deep circular roadway under the condition of disturbance load,based on the self-developed multi-functional physical simulation test system of rock burst,the impact failure test of circular roadway was carried out for large-scale rock-like materials.The impact failure process of underground 800 m roadway under mining disturbance was simulated,and the stress-strain,blasting,acoustic emission and infrared radiation response characteristics of impact failure of deep circular roadway were analyzed.The results show that the impact failure process of deep circular roadway is divided into four stages:quiet period,particle ejection period,block spalling period and comprehensive failure period.After the failure of the roadway,"V"shaped blasting pits are formed on both sides.The area of the right blasting pit is larger than that of the left,and the degree of damage is higher than that of the left.When the roadway began to produce particle ejection,it entered the initial failure stage,the acoustic emission count and energy increased slowly,the temperature of the infrared radiation temperature field was evenly distrib-uted,and the degree of differentiation was low.With the increase of disturbance stress,the energy of acoustic emission count in-creases gradually,the temperature field of infrared radiation rises and forms a high temperature concentration area,and the temperat-ure field differentiation is obvious.The acoustic emission count and energy increase suddenly near comprehensive damage,the de-gree of infrared radiation temperature field differentiation reaches the maximum and then decreases,and the overall temperature of the temperature field in the low temperature region increases.关键词
深部巷道/冲击破坏/冲击倾向性/声发射/红外辐射Key words
deep roadway/impact damage/impact tendency/acoustic emission/infrared radiation分类
矿业与冶金引用本文复制引用
彭守建,杨燕,许江,许庆峰,秦朝龙,农晓莉..深部圆形巷道冲击破坏特征试验研究[J].煤矿安全,2025,56(1):107-116,10.基金项目
国家自然科学基金面上资助项目(52274174,51974041) （52274174,51974041）
中央高校基本科研业务费资助项目(2022CDJQY-011) （2022CDJQY-011）
