应用一维波波动方程式探讨基桩长度对打击桩的影响。
This paper is to study how the lengths of foundation piles influencing driven piles by one dimensional wave equation.
阐述了弹性波波动方程、匀质半空间和成层半空间的瑞利波方程；
This article elaborated elastic-wave equations, inferred heterogeneous layered half-space and space-Rayleigh wave equation.
逆时偏移比单程波波动方程偏移和克希霍夫积分偏移更适于复杂构造成像。
Reverse time migration (RTM) is more applicable for the imaging of complex structures than one-way wave-equation migration and Kirchhoff integral migration.
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