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《Chinese Journal of Underground Space and Engineering》 2008-02
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Study on the Inversion Model of Blasting Parameters During Highway Tunneling

ZHAO Ming-jie1,2,LI Jie2(1.State Key Laboratory of Disaster Prevention of Civil Engineering in Tongji University,Shanghai 200010,China;2.Chongqing Jiaotong University,Chongqing 400074,China)  
Based on the optimized solution of inversion problem,the information inversion theory was taken for inversing the blasting parameters of highway tunneling.An inversion model of tunnel surrounding rock blasting parameters was proposed.This model was applied in Chaodongyan tunnel project and the surrounding rock blasting parameters were inversed during tunnel blasting excavation.The calculation formula of the maximum vibration velocity was proposed and the theoretical calculating results are consistent with the field monitoring results.
【Fund】: 同济大学土木工程防灾国家重点实验室访问学者基金资助项目
【CateGory Index】: U455.6
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