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Chang law analysis of the horizontal displacement of the arch crest dam section of the Geheyan concrete gravity arch dam

机译:常法分析拱门混凝土压力拱坝拱嵴坝段水平位移

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Monitoring data of the arch crown dam section of the Geheyan concrete gravity arch dam were qualitatively and quantitatively analyzed. The analysis results show that the measured data and year changes of the dam horizontal displacement are small, the influence of the water level and temperature on the arch crown dam section is normal, the influence of the aging on the dam horizontal displacement is little, and the aging component has become stable. Therefore, it can be shown that the arch crown dam section of the Geheyan concrete gravity dam is in elastic state, and the horizontal displacement is accord with general deformation law of concrete arch dams.
机译:定性分析了Geheyan混凝土重力拱坝的拱冠坝段的监测数据。分析结果表明,坝水平位移的测量数据和年变化较小,水位和温度对拱冠坝段的影响是正常的,老化对水平位移的影响很少,而且老化成分已变得稳定。因此,可以表明,Geheyan混凝土重力坝的拱冠坝段处于弹性状态,水平位移是符合混凝土拱坝的一般变形规律。

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