Block element method (BEM) for dynamic analysis is developed and applied to historical analysis of seismic stability of rock slope.
将动力分析的块体单元法应用于岩石边坡地震稳定时程分析。
Based on an analysis of the mechanism of wave action on the revetment, formulae for block thickness under the actions of regular and irregular waves were obtained through a series of stability tests.
在分析研究波浪对砌块护坡作用机理的基础上，通过护面砌块稳定性系列试验得出了规则波和不规则波作用下的砌块厚度计算公式。
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