摘要
以弹性波理论和地震波在岩土介质中的几何衰减规律为基础 ,借助节理刚度法和解析法 ,从理论上证实了沟槽填充介质的隔震效应。
Based on the theory of elastic waves and the attenuation law of seismic waves, and with the help of the joint stiffness method and analytical method, the vibration isolation effect has been verified theoretically.
出处
《爆破》
CSCD
2002年第3期4-7,共4页
Blasting