斜心墙

小浪底斜心墙堆石坝的地震反应分析

Analysis of Earthquake Reaction in Xiaolangdi Declined-Core Earth and Rockfill Dam

不同斜率下沥青混凝土斜心墙土石坝有限元分析

Finite Element Analysis of Embankment Dam with Bitumen Concrete Inclined Core under Different Slope

土质心墙与斜心墙堆石坝静动力特性比较分析

Comparison and analysis of static and dynamic characteristics between soil-core and inclined soil-core rockfill dams

采用非线性有限元模型，对黄河小浪底斜心墙堆石坝的最终设计断面在施工和蓄水过程中的应力和变形状态进行了分析。

The stress and deformation have been analyzed , using non-linear finite element models , of the final design sections of the Xiaolangdi declined-core earth and rockfill dam during both construction and impoundment periods .

南京水利科学研究院对一级开发大柳树粘土斜心墙堆石坝和混凝土面板堆石坝进行了三维非线性有限元静、动力计算；

The dynamic and static calculations of three-dimensional nonlinear finite for one-stage development of the earth-rockfill dam with an inclined clay core wall and the concrete face rock-fill dam have been made by Nanjing Institute of Water Resources and Hydropower Research .