摘要
结合太兴铁路太静段工程TXXS-1标段新柳林河隧道的实际工程,对新建隧道光面爆破开挖而产生的爆炸振速进行监测与分析,并得到振速预测公式。在施工中,通过及时调整爆破参数来控制爆破振速,保证了隧道掘进施工的安全。
Combined with the practical project of New Liulinhe tunnel at Taijing TXXS-1sector in Taixing railroad,monitoring and analysis on blasting vibration of new tunnel caused by smooth blasting were carried out and a prediction formula of vibration velocity was achieved.Construction security in roadway excavation was guaranteed by adjusting blasting parameters timely for controlling vibration velocity.
出处
《矿业研究与开发》
北大核心
2014年第2期115-118,共4页
Mining Research and Development
关键词
复线隧道
爆破振动
现场监测
控制措施
Double line tunnel,Blasting vibration,Field mo-nitoring,Control measures