落石冲击下隧道大跨度棚洞的动力响应数值分析与抗冲击研究  

Numerical analysis of dynamic response and impact resistance of a large-span rock shed in a tunnel under rockfall impact

作　　者：王爽[1] 周晓军[1] 姜波[2] 周跃峰[2] 

机构地区：[1]西南交通大学交通隧道工程教育部重点实验室,四川成都610031 [2]中铁二院工程集团有限责任公司,四川成都610031

出　　处：《爆炸与冲击》2016年第4期548-556,共9页Explosion and Shock Waves

摘　　要：为研究大跨度棚洞在落石冲击下的力学性能以及轻质土的抗冲击性能,根据所确定的落石冲击能量,利用动力有限元数值方法对山岭隧道大跨度棚洞受落石冲击作用的动力响应进行了分析,研究了棚洞钢筋混凝土结构受落石冲击作用的损伤特性,将不同工况下的冲击深度时程曲线和冲击力时程曲线进行了对比,比较了棚洞顶部回填普通土和轻质土时对落石冲击作用的缓冲效果,并给出了棚洞顶部回填材料及其回填土厚度的建议。In this work,based on the determination of the rockfall impact energy and using the dynamic finite element numerical method,we analyzed dynamic responses of large-span shed-tunnels of mountain tunnels under rockfall impact,and investigated the characteristics of damages suffered by the shed-tunnel structure＇s reinforced-concrete. The impact depth time-history curve and impact force time-history curve under different conditions were presented for comparison and different buffering effects were also summarized for comparison between the common soil and the light soil on which shed-tunnels were constructed. Meanwhile,suggestions concerning the choice of backfilled soil and the propriety of its thickness were proposed. The results from our study will be valuable for the design of mountain tunnels＇ large-span shed-tunnels and the prevention of rockfall that may damage them.

关 键 词：固体力学 动力响应 落石 冲击作用 大跨度棚洞 轻质土 混凝土损伤 

分 类 号：O342[理学—固体力学]