The 3D non-linear FEM was applied to prediction of the deformation and stress of a CFRD under complicated topographic condition with emphasis on analysis of the influences of high steep slope and fluctuant topographic boundary on the deformation and stress behaviors of CFRD by stage construction.
运用三维非线性有限元法对某复杂地形条件下高面板堆石坝的应力变形进行预测,重点分析了高陡岸坡和起伏突变的地形边界对分期施工的高面板坝应力变形特性的影响。