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In some cases, collision of river ice cause additional damages on these structures. We aim to develop methods to evaluate damage on concrete sheet piles set in tidal zone caused by river ice collision in long term. First, we analyzed relation between river ice movement, tide and temperature. Following current was distinguished in river ice movement direction. River ice freezing was advanced when temperature was low and tide was lower than TP 0.0m. Next, we estimated river ice collision force with ice image analysis and river ice thickness estimation. 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