摘要
通过对饱和土中波的运动方程及连续方程分析，推导了饱和土中瑞利波特征方程，讨论了半空间饱和土中瑞利波波速度的弥散特性，以及位移和孔压分布情况．
The secular equations of Rayleigh waves in a poroelastic half\|space soil are developed by analyzing dynamic equation and continuous equation of poroelastic soil.Ravleigh surface wave dispersion characteristics and its displacement as well as liquid pressure distributions in saturated half\|space soil are discussed.
出处
《水利学报》
EI
CSCD
北大核心
1998年第2期47-53,共7页
Journal of Hydraulic Engineering
基金
国家自然科学基金
