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This paper presents a fundamental study to establish the evaluation method of seismic performance of slope-type revetment against Level-one earthquake ground motion. As it was found that settlement is the governing failure mode of slope-type revetment, we proposed a method using one-dimensional earthquake response analysis loading initial vertical stress of soil layers estimated by elastic theory. Calculation accuracy of the proposed method was discussed in comparison with the result of two-dimensional earthquake response analyses. The proposed method led to the vertical displacement corresponding to that of two-dimensional earthquake response analysis though it is underestimation.

A FUNDAMETAL STUDY ON THE SIMPLE EVALUATION METHOD OF THE SEISMIC PERFORMANCE OF SLOPE-TYPE REVETMENT AGAINST LEVEL-ONE EARTHQUAKE GROUND MOTION