青岛地区地铁隧道爆破施工影响范围研究

摘要

文章以青岛地铁隧道爆破施工为背景,结合青岛地区特有的地质状况,依据收集的爆破振动监测数据,对《GB6722-2014 爆破安全规程》中的萨道夫斯基经验公式进行了线性回归分析,由此推导出了适宜预测青岛地铁隧道爆破施工振动强度大小的经验公式,并确定了青岛地铁沿线不同建筑物的安全允许振速、爆破单孔装药量以及施工振动影响范围.该研究可为今后青岛地铁爆破施工提供指导.%Based on the blasting construction of a Qingdao metro tunnel,a linear regression analysis of Sodev′s em-pirical formula mentioned in the GB6722-2014 Safety Regulations for Blasting is conducted considering the geologi-cal conditions of Qingdao and collected blasting vibration monitoring data.An empirical formula to predict the am-plitude of the vibration intensity of Qingdao metro tunnel blasting is deduced,while the allowed vibration velocity,single-hole charging load and scope affected by the construction vibration are determined.