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- W2387287034 abstract "The research background of the ultimate aseismic capacity of earth-rockfill dam and concrete dam is summarized, and its numerical calculation and model test methods are reviewed and commented. It is proposed that as many influencing factors as possible should be included in the analysis model. For instance,the influences of foundation potential sliding blocks should be considered in the analysis of the ultimate aseismic capacity of arch dams and gravity dams. When determining the ultimate aseismic capacity of earth-rockfill dams,it is suggested to consider the factors,such as seismic wave amplification along the dam,dam slope stability,seismic permanent deformation and liquefaction of the dam,etc. When evaluating the ultimate aseismic capacity of concrete dams,it is suggested to observe and study possible penetrating cracks in the dam body,possible dam foundation interface cracks( or deep sliding surface cracks) that has exceeded the grout curtain,and the convergence during dynamic analyses." @default.
- W2387287034 created "2016-06-24" @default.
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- W2387287034 date "2014-01-01" @default.
- W2387287034 modified "2023-09-24" @default.
- W2387287034 title "Review on Study of Ultimate Aseismic Capacity of High Dams" @default.
- W2387287034 hasPublicationYear "2014" @default.
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