|本期目录/Table of Contents|

[1]邓祥辉,杨俊,王睿,等.道路下浅埋隧道爆破施工振动影响的试验研究[J].中国安全生产科学技术,2018,14(7):169-174.[doi:10.11731/j.issn.1673-193x.2018.07.025]
 DENG Xianghui,YANG Jun,WANG Rui,et al.Experimental study on influence of blasting vibration on shallow tunnel down-traversing road[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2018,14(7):169-174.[doi:10.11731/j.issn.1673-193x.2018.07.025]
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道路下浅埋隧道爆破施工振动影响的试验研究
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
14
期数:
2018年7期
页码:
169-174
栏目:
职业安全卫生管理与技术
出版日期:
2018-07-31

文章信息/Info

Title:
Experimental study on influence of blasting vibration on shallow tunnel down-traversing road
文章编号:
1673-193X(2018)-07-0169-06
作者:
邓祥辉1杨俊1王睿1张永杰23
(1.西安工业大学 建筑工程学院,陕西 西安 710021;2.云南省建筑科学研究院,云南 昆明 650223;3.云南省岩土工程技术研究中心,云南 昆明 650223)
Author(s):
DENG Xianghui1 YANG Jun1 WANG Rui1 ZHANG Yongjie23
(1. School of Civil and Architecture Engineering, Xi’an Technological University, Xi’an Shaanxi 710021, China;2. Yunnan Academy of Building Research, Kunming Yunnan 650223, China;3. Yunnan Geotechnical Engineering Technology Research Center, Kunming Yunnan 650223, China)
关键词:
浅埋隧道下穿既有道路爆破振动质点峰值振速现场试验
Keywords:
shallow tunnel downtraversing existing road blasting vibration peak particle vibration velocity
分类号:
X932;U445.5
DOI:
10.11731/j.issn.1673-193x.2018.07.025
文献标志码:
A
摘要:
为了保证新建隧道下穿既有G316道路施工中的安全性,采用现场监测的方法对隧道爆破掘进产生的振动进行实时监测,并根据采集的爆破数据回归分析,确定了修正的多孔爆破质点峰值振速计算公式中的相关参数k和α。研究结果表明:采用修正公式计算的质点峰值振速与现场监测结果最小误差为1.92%,最大误差为25.34%,平均相对误差为13.88%,说明修正的多孔爆破质点峰值振速计算公式是可行的。
Abstract:
In order to ensure the construction safety of the new tunnel downtraversing the existing 316 National Road, the field monitoring method was used to monitor the vibration caused by the blasting tunneling of the tunnel in real time. According to the regression analysis of the collected blasting data, the relevant parameters and in the modified calculation formula of the peak particle vibration velocity by the multihole blasting were determined. The results showed that the minimum error between the peak particle vibration velocity calculated by the modified formula and the field monitoring results was 1.92%, the maximum error was 25.34%, and the average relative error was 13.88%, which proved that the modified calculation formula of the peak particle vibration velocity by the multihole blasting was feasible.

参考文献/References:

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备注/Memo

备注/Memo:
国家自然科学基金项目(51408054);陕西省自然科学基础研究计划项目(2017JM5136);陕西省住建厅科技项目(2017-K55);陕西省重点研发计划项目( 2018SF-391)
更新日期/Last Update: 2018-08-09