摘要
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.
An embankment dam with asphalt concrete core on deep overburden layer is employed as the example to establish a finite element model, and the analysis software ANSYS 7.0 is used in its nonlinear simulation. The changing rule of the stress and the displacement of the dam body has been presented, which provides reference for the design and analysis of dam with deep overburden layer.
出处
《南昌工程学院学报》
CAS
2013年第1期57-60,共4页
Journal of Nanchang Institute of Technology
关键词
深覆盖层
沥青混凝土心墙
应力和变形
deep overburden layer
asphalt concrete core
stress and deformation
