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Numerical investigation on seismic behaviour of aged concrete gravity dams to near source and far source ground motions

Soumya Gorai () and Damodar Maity
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Soumya Gorai: Indian Institute of Technology Kharagpur
Damodar Maity: Indian Institute of Technology Kharagpur

Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, 2021, vol. 105, issue 1, No 43, 943-966

Abstract: Abstract This study presents a numerical investigation on the seismic behaviour of aged concrete gravity dams under near source and far source ground motions. Two-dimensional formulation of a concrete gravity dam is carried out implementing the finite element technique, considering full reservoir and rigid base condition. Degradation of concrete properties due to hydro-chemo-mechanical effects and the influence of sediment layers are taken into account to calculate the response of the dam-reservoir coupled system at different ages. Two near source and far source ground motions from real earthquake events are selected for time-history analysis. Seismic performance evaluation is also carried out to assess the probable damage level of the dam. The outcomes of this study show the variation of seismic response of the dam over the ages and the necessity of considering the aging effect, e.g. degradation of concrete and influence of sediment layers, in the inspection of seismic safety issues of concrete gravity dam. This study also reveals the critical effect of near source ground motions on concrete gravity dams at later ages.

Keywords: Dam-reservoir system; Seismic analysis; Finite element method; Degradation of concrete; Influence of sediment depth; Near source and far source ground motions (search for similar items in EconPapers)
Date: 2021
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DOI: 10.1007/s11069-020-04344-7

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