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。
The influence of the stiffness of the gravity abutment on the stress of the arch dam is also analyzed.
讨论了重力墩的刚度对拱坝坝体应力的影响。
The second problem analyzed is seismic reliability of concrete dam, the artificial neural network model of seismic reliability of concrete gravity dam and concrete arch dam is proposed.
第二个分析的问题是混凝土坝的抗震可靠度问题，应用人工神经网络技术建立混凝土重力坝和拱坝的抗震可靠度模型。
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。
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。
The dynamic behavior of an arch-gravity dam during earthquakes is determined by the gelatin-model dynamic test, gypsum-model dynamic test and the approximate analysis.
本文对一个拱形重力坝进行了软胶模型和石膏模型动力试验；
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。
The excavation of the rolled concrete double-curvature arch dam and gravity dam in Dahuashui hydroelectric station in Guizhou adopted deep-hole graded slight differences demolition.
贵州大花水水电站碾压混凝土双曲拱坝、重力坝开挖采用深孔梯段微差爆破。
The paper demonstrates and analyses the engineering geological condition of the dam, and concludes that the condition for dam construction is good, and the gravity dam is better than the arch dam.
本文通过对坝址区建坝工程地质条件的研究分析，提出禹门河坝址具有良好的建坝条件，且重力坝方案优于拱坝方案。
Hollow gravity dam that will, be built in Jiangxi Province is characterized by building an arch inside the hollow and filling waste on top of the arch.
将在江西省建造的一座空腹重力坝，是在空腹内设拱，拱上填渣。
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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