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PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
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Eiichi TANIGUCHI, Yasuyuki KOGA, Tadashi MORISHITA
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SHAKING TABLE TESTS ON ASEISMICITY OF REINFORCED EMBANKMENTS BY NON-WOVEN FABRIC
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Shaking table tests were performed to clarify seismic effects on reinforced embankments by non-woven fabric. The test models consisted of reinforced embankments on liquefiable sand deposit. Test results showed that the settlement of reinforced embankment by cyclic loadings was smaller than that of non-reinforced one. Moreover the reinforced embankment settled as a unified soil block by reinforcement during excitation and therefore it almost kept its original shape after it settled and very few cracks were observed on the surface of embankment.
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