CAJ | 학술논문

锚杆根部加强和普通长密锚杆加固洞室抗爆性能对比试验结果表明，在爆炸条件下，锚杆根部加强加固洞室拱顶与底板发生相背位移，普通长密锚杆加固洞室拱顶与底板发生相向位移，尽管锚杆根部加强洞室的位移峰值较大，由于其塑性变形能力得到提高，塑性变形消耗的爆炸能量增大，其最终破坏程度较轻。在爆炸荷载作用下，锚杆根部加强加固洞室抗爆效果要优于普通长密锚杆加固洞室的抗爆效果。
묘간근부가강화보통장밀묘간가고동실항폭성능대비시험결과표명，재폭작조건하，묘간근부가강가고동실공정여저판발생상배위이，보통장밀묘간가고동실공정여저판발생상향위이，진관묘간근부가강동실적위이봉치교대，유우기소성변형능력득도제고，소성변형소모적폭작능량증대，기최종파배정도교경。재폭작하재작용하，묘간근부가강가고동실항폭효과요우우보통장밀묘간가고동실적항폭효과。
Anti-knock quality comparison test of root-reinforcement anchored bolt and ordinary anchored bolts showed that under explo-sion condition, reverse displacement occurred between arch roof and floor in root-reinforcement anchored bolt, but opponent displace-ment occurred in ordinary anchored bolt. Although displacement peak value of root-reinforcement anchored bolt was larger than that of ordinary bolt, its plastic deformation ability was promoted and explosion energy dissipated for plastic deformation increased, so final failure degree was smaller. Under explosion load, anti-knock effect of root-reinforcement anchored bolt was better than that of ordinary anchored bolt.