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During the mid Nigata prefecture earthquake in 2004, a lot of railway and road embankments collapsed in mountain regions. It seems that the main reason of these damages was the increase of the degree of water saturation and the water level in embankments caused by the typhoon just before this earthquake. This paper aimed at developing a caluclation method for the residual displacement during earthquake for embankment affected by seepage water. We conducted the shaking table tests of the embankment affected by seepage water and simulation analyses, to confirm the effectiveness of the calculation method, taking into consideration the effect of seepage water and based on Newmark method.
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