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应用有限元方法对深覆盖层地基和岩石地基上的堆石坝分别进行计及和忽略动水压力的动力分析， 探讨了针对堆石坝而异于混凝土坝与库水相互作用的一些规律， 并对此作出物理成因解释， 较系统地研究了动水压力对深覆盖层地基上的心墙堆石坝动力响应的影响。
The dynamic analysis of rockfill dam with deep overburden foundation and rockfill foundation is taken into account and hydrodynamic pressure is neglected respectively by finite element method. Some laws governing the interaction between rockfill dam and the reservoir and water are discussed. The explanation of the physical cause is given. The influence of hydrodynamic pressure on the dynamic response of the rockfill dam with deep overburden is systematically studied.