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铁路小间距隧道洞口段爆破施工震动响应研究
Study on Blasting Vibration Effects on the Portal Section of Closely-spaced Railway Tunnels
【摘要】 以重庆至怀化线增建工程中的复线隧道为研究对象,对小间距铁路隧道复线洞口段爆破开挖产生的动力效应进行了数值模拟,给出了爆破开挖在既有洞室洞口周边产生的动力效应的一般规律。研究结果表明:加强对敏感部位监控、采用合理爆破参数可有效减轻爆破应力波对既有隧道洞口段的不利影响。
【Abstract】 Taking the double-track railway tunnel on Chongqing-Huaihua railway as the background,numerical simulation was carried out to study the blasting vibration effect on the portal section of closely-spaced tunnels.General regulations of dynamic effects caused by blasting excavation on the existing tunnel perimeter were acquired.Results of the study indicated that unfavorable influence of blasting waves on the portal section could be alleviated by enforcing the monitor for sensible parts and by reasonable selection of blasting parameters.
【关键词】 小间距隧道;
洞口段;
爆破控制;
数值模拟;
【Key words】 Closely-spaced tunnels; Portal section; Blasting control; Numerical simulation;
【Key words】 Closely-spaced tunnels; Portal section; Blasting control; Numerical simulation;
- 【文献出处】 现代隧道技术 ,Modern Tunnelling Technology , 编辑部邮箱 ,2010年06期
- 【分类号】U455.6
- 【被引频次】3
- 【下载频次】108