Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 44 Issue 08
Jul.  2015
Turn off MathJax
Article Contents
Zhou Kui, Zhou Kun, Ning Nana, Yu Jinxin. THE SAFETY IMPACT MONITORING ANALYSIS OF HIGHWAY TUNNEL BLASTING EXCAVATION CLOSE TO EXISTING CIVIL DEFENSE ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 144-150.
Citation: Zhou Kui, Zhou Kun, Ning Nana, Yu Jinxin. THE SAFETY IMPACT MONITORING ANALYSIS OF HIGHWAY TUNNEL BLASTING EXCAVATION CLOSE TO EXISTING CIVIL DEFENSE ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 144-150.

THE SAFETY IMPACT MONITORING ANALYSIS OF HIGHWAY TUNNEL BLASTING EXCAVATION CLOSE TO EXISTING CIVIL DEFENSE ENGINEERING

  • Publish Date: 2014-08-20
  • For the highway tunnel through the existing civil air defense engineering in weak surrounding rock,the smooth-surface millisecond blasting technique of small drilling depth was used,and the blasting vibration effect and its impacts decreased for reasonable arrangement of excavation sequences; combined with the construction monitoring and feedbacks in time,the blasting vibration was controlled effectively by adjusting the blasting parameters and construction process; then the safety of the civil air defense engineering was guaranteed and the highway tunnel passed safely and smoothly through the section of the existing engineering in the meanwhile. The monitoring results show that the tunnel blasting excavation scheme,construction process and blasting control measures are important factors affecting the safety of adjacent existing civil air defense engineering. In the blasting construction for the Ⅳ,Ⅴ class surrounding rock,the difference of main vibration frequency of different direction,energy spectrum distribution and amplitude is significant. The main longitudinal horizontal vibration frequency along the tunnel is in the low frequency band of 0 ~ 20 Hz,and the transversal and vertical vibrations of the main vibration frequency band are more wider ( 0 ~ 200 Hz) . The power spectrum peak of the former is more than 10 times of the latter. In the process of monitoring,special attention should be paid to the effect of the vibration with the main vibration frequency under 20Hz and the speed greater than 50 mm/s. Changes of subsidence and stress of surrounding rock of civil air defense warehouse floor did not exceed the requirement limits of the specification.
  • loading
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (122) PDF downloads(268) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return