混凝土重力坝水平位移的数学模型及其变化规律

Mathematic Model and Its Variation Rules for Horizontal Displacement of Concrete Gravity Dam

结合黄坛口重力坝坝顶水平位移原型观测资料 ,对影响混凝土重力坝坝顶水平位移的主要因素作了分析 ,建立了水平位移的数学统计模型 ,为掌握大坝变形规律。

Based on the horizontal displacement observation data of Huangtankou concrete gravity dam, influence factors on horizontal displacement are analyzed and a mathematical statistic model is established to understand the deformation characteristics of the dam and to evaluate its actual operating properties.