Planar ray theory is used to deduce the analytic solution of the elevation amplification effect on a single-free-face slope in seismic engineering.
利用平面射线理论和方法，推导出单面边坡地震的高程放大效应理论解，可用于描述边坡临空面对地震波的反射，反映边坡的高程放大效应。
Most kinematic analyses for rock mass slope stability mainly focus on the research of failure mode and maximum safe slope Angle for single free face slopes.
运动学分析是确定边坡破坏模式与评价边坡稳定性的一种有效方法。
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