ISSN 2096-4498

   CN 44-1745/U

二维码

Tunnel Construction ›› 2015, Vol. 35 ›› Issue (6): 595-600.DOI: 10.3973/j.issn.1672-741X.2015.06.017

Previous Articles     Next Articles

Study on Vibrationreducing Effect of Deep and Large Vibrationreducing Hole: Case Study on Control Blasting of a Shallowburied Mined Station of Qingdao Metro

LI Kexian1, ZHAO Jizeng1, LEI Gang2   

  1. (1. Qingdao Subway Group Co., Ltd., Qingdao 266000, Shandong, China; 2. Beijing Urban Engineering Design and Research Institute Co., Ltd., Beijing 100000, China)
  • Received:2015-04-03 Revised:2015-05-07 Online:2015-06-20 Published:2015-06-25

Abstract:

Drilling and blasting method is often used in the construction of shallowburied Metro stations located in rock strata, and it is inevitable that vibration effect may occur to the surrounding buildings. In this paper, vibrationreducing holes are used in the blasting construction of a shallowburied station of Qingdao Metro, so as to minimize the impact on the surrounding buildings. A series of tests and monitoring have been carried out for the vibrationreducing holes, blasting vibration velocity and vibrationdamping effect. The results show that the influence on the surrounding buildings has been reduced by using vibrationreducing holes, the average vibration velocity attenuation ratio reaches 35.4%, and the safety of the surrounding buildings has been guaranteed.

Key words: tunnel, drilling and blasting method, blasting construction, vibrationreducing hole, blasting vibration monitoring

CLC Number: