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城市隧道爆破振动测试分析研究

Analysis on Urban Tunnel Blasting Vibration Tests

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【作者】 陈晓斌张家生尹志政

【Author】 CHEN Xiao-bin,ZHANG Jia-sheng,YIN Zhi-zheng(School of Civil Engineering & Architecture,Central South University,Changsha 410075,China)

【机构】 中南大学土木建筑学院中南大学土木建筑学院 长沙410075长沙410075

【摘要】 对莲黄隧道爆破振动进行了现场测试和分析,测试研究表明质点振动速度峰值与比例药量间的关系符合萨氏公式,但不同距离的衰减指数与系数有较大差别。质点振动主振频率主要集中在低频段,不同距离的振动速度主频呈现出不同分布规律,近距离主频主要分布在低频段,远距离振动速度主振频率集中在小范围低频段。

【Abstract】 The blasting vibration tests of Lian-Huang tunnel were carried out and the test results were analyzed in this paper.The test results show that the Sadaovsk formula could well describe the relationship between the vibrating particle’s maximum velocity and blasting powder ratio,but the parameters of this formula for the long blasting distance were different from those for short blasting distance.The blasting wave’s main frequency was the frequency with low frequency ratio,and the main frequency distribution was different at the different blasting distance.

  • 【文献出处】 地下空间与工程学报 ,Chinese Journal of Underground Space and Engineering , 编辑部邮箱 ,2008年01期
  • 【分类号】U455.6
  • 【被引频次】13
  • 【下载频次】421
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