检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]中国矿业大学(北京)力学与建筑工程学院,北京100083 [2]北京理工大学爆炸科学与技术国家重点实验室,北京100081
出 处:《工程爆破》2016年第3期79-82,90,共5页Engineering Blasting
摘 要:根据几何地震学的基本原理,以单孔爆破振动速度峰值为基础,按照毫秒延时时间间隔建立精确延时逐孔起爆振动峰值预测模型。不仅可以预测爆破振动速度峰值,而且能够直观地展现爆破区域范围内振动峰值的变化情况,并能从保护区域内振动峰值出发,设定合理的毫秒延时间隔时间。根据现场应用数码电子雷管的深孔爆破实验,该方法计算的预测振动峰值与实测振动峰值吻合良好,计算结果可靠性较好,可以在实际工程中推广使用。According to the basic principle of geometric seismology,with single hole blasting peak vibration velocity as basis and in accordance with the millisecond delay interval,the peak vibration velocity model of precision delay blasing with hole by hole was established.The results showed that the developed method could be used to predict the blasting vibration velocity peaks,it also could intuitively show the variation of blasting peak vibration velocity in the region and reasonable millisecond delay interval was set from the peak in protection region.The calculated velocity was coincident with the recorded ones in the deep hole blasting tests using electronic detonators.It indicated that the developed predication method was reliable for engineering applications.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.112