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以某深覆盖层沥青混凝土心墙土石坝为例,建立了其有限元模型,运用ANSYS 7.0分析软件对其进行了非线性模拟,给出了坝体坝基应力和位移变化的规律,为深覆盖层坝基大坝的设计和分析提供参考.
Taking a deep overburden asphalt concrete core earth and rockfill dam as an example, a finite element model of the rockfill dam has been established. The nonlinear finite element model has been established by ANSYS 7.0 software. The laws of stress and displacement of the dam foundation have been given. The design and analysis of layered dam foundation provide reference.