To investigate the correlation between surface settlement patterns and tunnel blasting vibrations,a case study was conducted on the eastern tunnel of the Zhuhai Xingye Express Line(north section).Real-time monitoring and analysis were performed on the vibration velocity and frequency induced by tunnel blasting excavation.Addi-tionally,tunnel structural reliability analysis was conducted using Copula theory.The results show that within different horizontal distance ranges from the blast center,vertical(Z)vibration velocities at monitoring points exceed radial(X)and tangential(Y)vibration velocities,while the frequency remains relatively stable.The maximum uplift and settlement occur on the left line of the tunnel,and monitoring points located between the left and right tunnel lines exhibit significant settlement variations,necessitating focused attention during construction.The Frank Copula func-tion is recommended for constructing dependence models for tunnel structural reliability analysis,while the Clayton Copula is unsuitable for modeling surface settlement.In practical engineering,the optimal Copula function should be selected based on specific data characteristics to accurately represent parameter dependency relationships.
关键词
爆破振动/爆破监测/振动速度/Copula函数
Key words
Blasting vibration/Blasting monitoring/Vibration velocity/Copula function
维普
万方数据