摘要
以某公路隧道工程掘进开挖爆破的震动安全监测项目为依托,运用数值三维模型实体建模研究隧道下穿村庄时当地民用建筑基础、圈梁、楼板、柱等不同的速度响应时程,分析得出响应规律。在施工现场运用该速度峰值震动数据,优化了爆破起爆药量,使爆破震动控制在设防标准范围内。
In this paper, based on a safety monitoring project of highway tunnels in Qingdao, three-dimensional modeling was used to study the response laws of different building blocks to blasting vibration, so that providing with base data to solve the harm vibration problem. Good effects is achieved in site for getting optimal maximal blasting explosive charge based on the peak vibration velocity of the modeling, so that the blasting vibration is controlled with in the fortification standards.
出处
《建筑技术》
北大核心
2017年第12期1290-1292,共3页
Architecture Technology
基金
重庆市教委科学技术研究项目(KJ1604104)
关键词
隧道
爆破震动
数值模拟
速度峰值
tunnel
blasting vibration
numerical modeling
peak maximum velocity