The RCC Arch Dam Analysis during Overload

Yu Xia; Ying Ye Yu; Xiao Lian Zhao; Zhong Qing Zhang

doi:10.4028/www.scientific.net/AMM.580-583.2088

Paper Titles

Main Engineering Geological Problems and Evaluation on the Reservoir Engineering of Yellow River Water Diversion and Irrigation Area
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Research on the Calculation Method of Earth Pressure on the Back Side of Large Cylinders
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Utilizing GIS in the Development of Water Quality River Modeling for Penchala River, Malaysia
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Data Mining Model in Regional Target Decomposition of Water Resources Utilization Efficiency
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The RCC Arch Dam Analysis during Overload
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Study on Damage of Concrete Dam Subjected to Combined Action of Earthquake and Slide Surge
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Research on the Dam Foundation Stability and Reinforcement Measures of the 12th Sluice Section of Xiangjiaba Hydropower Station
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Experimental Investigation on the Segregation of Landslide Dam Materials
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Relaxation Analysis of the Arch Dam Foundation Rock Masses of Jinping I Hydropower Project
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583The RCC Arch Dam Analysis during Overload

The RCC Arch Dam Analysis during Overload

Abstract:

It does numerical analysis on the overload of RCC arch dam named wanjiakouzi, through the analysis, we try to find the damage process of the dam. It does elastic-plastic analysis by FEM. Result shows that the horizontal cracks are usually a very important symbol, it means the dam will reach its ultimate capacity.