Bedding rock slope within weak interlayer is one of the most common slope types. Its seismic response law and deformation failure mechanism are the basis for seismic design of Slopes.
含软弱夹层顺层岩质边坡是常见的边坡类型之一，其地震响应规律与变形破坏机理是边坡抗震设计的基础。
The paper analyse hazards characteristics of blasting seismic and propose blasting vibration model and the failure mechanism of masonry structure.
分析了爆破地震波的危害特征，提出砌体房屋的爆破震动破坏机理及模型。
The main purpose is to study the seismic response and failure mechanism of high earth-rockfill dams under earthquakes by using dynamic elastoplastic methods.
应用动力弹塑性分析方法对高土石坝的地震反应特性和破坏机理进行了系统研究。
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