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This paper is intended as an investigation of effects of input wave properties on seismic stability of reinforced soil wall. For that purpose, the centrifuge shaking table test series was conducted with regular sin wave or irregular wave and behavior and residual deformation of reinforced soil wall during earthquake were compared. If the inertia force of active direction exceeding about 20G was applied to the wall, it began to deform. Moreover it did not depend on the regular or irregular wave. Furthermore, it was found that the wave which was applied at first was much effective and deformation mode was influenced.
- 国際ジオシンセティックス学会 日本支部の論文
国際ジオシンセティックス学会 日本支部 | 論文
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