Observational method in seismic reinforcement of an existing dam –Numerical analysis of embankment behavior–

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[VI-341] Observational method in seismic reinforcement of an existing dam –Numerical analysis of embankment behavior–

*Takaaki Kobayashi¹, Kyoichi Okuda¹, Shintaro Ohno¹, Yusuke Nakajima¹, Katsutoshi Fujisaki¹ (1. Kajima Corporation)

Keywords:Observational method, Soil-water coupled FEM, Elastoplastic constitutive model, Seismic reinforcement of existing dams, Embankment

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