1) inhomogeneous excitable media
不均匀激发介质
2) true IP effect
均匀介质激发极化效应
3) Heterogeneous active medium
非均匀激活介质
4) composite uneven medium
复合不均匀介质
1.
On the basis of correctly describing the physical conception of sedimentary press,the paper first de-duced motion equation in bi-component composite uneven medium and further deduced displacement motion equation in exploration seismology and development seismology on that basis.
本文在正确阐述地层压力物理概念的基础上,首先推导出具有普遍意义的二组分复合不均匀介质运动方程,在此基础上推导出勘探地震与开发地震的位移运动方程。
5) nonuniform soil medium
不均匀岩土介质
1.
Wave motion response of tunnel lining embedded in unbounded nonuniform soil medium is studied.
研究了不均匀岩土介质中隧洞衬砌的波动响应。
6) onhomogeneous soil media
不均匀土介质
补充资料：晶体中的元激发(见固体中的元激发)
晶体中的元激发(见固体中的元激发)
elementary excitation in crystal
晶体中的元激发eleme讯ary excitation Incrvstal见固体中的元激发。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条