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作 者:卢文波[1,2] 周俊汝[1,2] 陈明[1,2] 严鹏[1,2] 王高辉[1,2]
机构地区:[1]武汉大学水资源与水电工程科学国家重点实验室,武汉430072 [2]武汉大学水工岩石力学教育部重点实验室,武汉430072
出 处:《工程爆破》2015年第6期1-6,24,共7页Engineering Blasting
基 金:国家杰出青年基金项目(51125037);国家重点基础发展规划计划(973)项目(2011CB013501)
摘 要:从无限弹性岩体中球形空腔受动内压作用激发弹性波的解析解出发,结合爆破振动频率衰减规律的量纲分析,推导出球形药包激发爆破振动主频的衰减公式。在此基础上,利用钻孔爆破中装药量与直径的关系,结合岩体破碎范围、台阶高度和抵抗线间关系等的讨论,论证了基于球形药包推导的爆破振动频率衰减公式适用钻孔爆破的可行性。结合球形药包爆破振动模拟和某次单孔爆破振动主频实测资料的拟合分析,验证了建议频率衰减公式的有效性。For blasting vibration induced by a spherical charge,an attenuation formula of dominant frequency was proposed based on the theoretical solution of elastic-wave propagation emitted by loads acting on a spherical chamber in the infinite elastic rockmass.In the derivation,dimensional analysis was employed for attenuation laws of vibration frequencies.Then for drill and blast,the relationship between the charge weight and the hole diameter was discussed and analyzed as well as the rock fracture zone,bench height and burden.After that,the formula of spherical charge was verified to be also applicable to drill and blast.Finally,the attenuation formula of dominant frequency proposed was validated by numerical simulation and empirical data from an in-situ drill and blast experiment.
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