Test and analysis of an existing tunnel vibration induced by blasting construction of diaphragm wall

Guangxi Yu , Haitao Yu , Xian Liu , Yong Yuan , Qingguo Wang , Guorong Cheng , Xiaofeng Wu

Transactions of Tianjin University ›› 2008, Vol. 14 ›› Issue (Suppl 1) : 569 -575.

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Transactions of Tianjin University ›› 2008, Vol. 14 ›› Issue (Suppl 1) : 569 -575. DOI: 10.1007/s12209-008-0098-3
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Test and analysis of an existing tunnel vibration induced by blasting construction of diaphragm wall

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Abstract

According to the blasting construction of the diaphragm wall of Puxi approaching section of East Fuxing Road river-crossing tunnel, the monitoring project of the vibration of the existing tunnel induced by the blasting construction is put forward, which includes the sensors’ location, monitor method and the vibration monitoring system. Based on the monitoring data of the explosion vibration, the vibration wave forms, velocities, acceleration responses, main frequencies and fields of measure points are analyzed under the conditions of three locations and different charge quantities. According to the safety-judging standard of explosion vibration, the conclusion that the existing tunnel is safe under the explosion vibration is then drawn. Furthermore, the spectrum characteristics of three explosion vibrations and the spectrum changing properties of explosion vibration wave transmitting in different directions are concluded, which can provide reference to similar projects.

Keywords

diaphragm wall / explosion vibration / vibration monitoring / tunnel / spectrum properties

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Guangxi Yu, Haitao Yu, Xian Liu, Yong Yuan, Qingguo Wang, Guorong Cheng, Xiaofeng Wu. Test and analysis of an existing tunnel vibration induced by blasting construction of diaphragm wall. Transactions of Tianjin University, 2008, 14(Suppl 1): 569-575 DOI:10.1007/s12209-008-0098-3

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References

[1]

Giogio B.. Blasting-induced vibration in tunnel[J]. Tuneling and Underground Space Technology, 1994, 9(2): 175-187.

[2]

Peng D., Li Z., Yang N.. Vibration effect on the working tunnel induced by an adjacent blasting[J]. China Railway Science, 2005, 26(4): 73-76.

[3]

Shi Y., Wang M., Li Q.. Analysis of influence of blasting vibration on middle wall of a double-arch tunnel[J]. Rock and Soil Mechanics, 2007, 28(6): 1275-1279.

[4]

Yao Y., He C., Zhou L., et al. Effect analysis and controlled measures research about blasting vibration to neighboring tunnel[J]. Journal of PLA University of Science and Technology: Natural Science Edition, 2007, 8(6): 702-708.

[5]

Wang Y., Liu S., Tan Y.. Monitoring and analysis of Ming dynasty wall vibration influenced by explosion construction of jiuhuashan tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 6(1): 3584 3589

[6]

Zhao D., Wang M.. Study on influence of blasting vibration on cross tunnels with small clearance[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 29(1): 116-119.

[7]

Liu Y., Zhong S., Lu R.. Experimental study on mechanical characteristics of twin tunnels with small spacing[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(5): 590-594.

[8]

Talhik T., Bensaker B.. Design of a model blasting system to measure peak P-wave stress[J]. Soil Dynamics and Earthquake Engineering, 2003, 23(4): 513-519.

[9]

Li Y., Ai C., Han C.. Study on dynamics effect caused by blasting construction by numerical simulation for tunnels with small spacing[J]. Explosion and Shock Waves, 2007, 27(1): 75-81.

[10]

China Standard Publishing Company. GB6722-2003 Code for Blasting Safety [S]. 1999(in Chinese).

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