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•ลF 959-962•ล
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ŒfฺŽGŽi‰pjF THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
’˜Žาi‰pjF Takuya Egawa, Junfichi Nishikawa, Hirochika Hayashi
ƒ^ƒCƒgƒ‹i‰pjF CENTRIFUGE MODEL TEST ON BEHAVIOR OF PEATY SOFT GROUND WITH EMBANKMENT DURING EARTHQUAKE
ด˜^i‰pjF Dynamic centrifuge model test was conducted to observe behavior of peaty soft ground with embankment during earthquake. The behavior of model peat ground changed on varying frequency of input earthquake motion. The test whose frequency was close to natural frequency of peat ground showed bigger acceleration response and larger deformation in ground than other cases. When using the above frequency, the bigger input acceleration was introduced, the smaller acceleration response and bigger settlement of embankment were observed. This seems to be caused by the change of ground characteristics due to increase of shear strain.
ƒL[ƒ[ƒhi‰pjF Earthquake, Peaty soft ground, Embankment, Centrifuge model test
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