Xianghongdian dam is a concrete gravity arch dam, its maximum height is about 80 m.
响洪甸坝是一座混凝土重力式拱坝，最大高度约80米。
In the light of the selection of dam type of Shigaoshan Reservoir, this paper analyzes the topography, geomorphology and the dam type geology, and selects the plan of concrete gravity-arch dam.
针对石膏山水库坝型的选择，分析了地形地貌和坝型地质条件，选择了混凝土重力拱坝方案。
It researches displacement and dam body deformation extent. And it tries to find a control range for RCC gravity-arch dam displacement by comparing with other international projects.
研究坝体变位大小和坝体变形的范围，比较其它工程及国际工程经验，探索碾压混凝土重力拱坝坝体变位控制范围。
It researches the stress condition, stress distribution, location of maximum stress and stress control criteria of RCC gravity-arch dam under different load combinations.
研究碾压混凝土重力拱坝在不同的荷载组合工况下的应力分布状态和分布特征以及最大应力出现的位置和应力控制的标准。
Comprehensive model test of reinforcement scheme is performed for Geheyan gravity-arch dam on the Qingjiang River using geomechanics modeling technique.
本文采用地质力学模型试验技术对清江隔河岩重力拱坝加固方案进行了整体模型试验。
Comprehensive model test of reinforcement scheme is performed for Geheyan gravity-arch dam on the Qingjiang River using geomechanics modeling technique.
本文采用地质力学模型试验技术对清江隔河岩重力拱坝加固方案进行了整体模型试验。
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