ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
|
•ÅF |
791-796•Å
|
’˜ŽÒi˜ajF |
ŽRŒû@»C哪@‹I–¾C•—ŠÔ@ŠîŽ÷C”ò“c@‘P—Y
|
ƒ^ƒCƒgƒ‹i˜ajF |
Œ´ˆÊ’uŽŽ—¿‚ð—p‚¢‚½–„—§lH“‡‚̃nƒCƒuƒŠƒbƒh’nk‰ž“šŽÀŒ±
|
´˜^i˜ajF |
-
|
ƒL[ƒ[ƒhi˜ajF |
‰tó‰»CƒnƒCƒuƒŠƒbƒhŽÀŒ±C‰«Ï”S“yC–„—§‘wC‚¹‚ñ’f‹“x
|
ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
|
’˜ŽÒi‰pjF |
Akira Yamaguchi, Noriaki Sento, Motoki Kazama, Yoshio Tobita
|
ƒ^ƒCƒgƒ‹i‰pjF |
HYBRID SEISMIC RESPONSE EXPERIMENT OF KOBE ARTIFICIAL ISLAND USING IN-SITU SOIL MATERIAL
|
´˜^i‰pjF |
In this study, for studying the behavior of Kobe artificial island during the 1995 Hyogo-ken Nanbu Earth-quake, the hybrid experiment was carried out using several actual soil materials. As the results of the test, the maximum displacement during the earthquake was about 55-60cm, in spite of different material. When the shear strength of under lying clay layer was weak, the maximum and residual displacement developed in the clay layer. The settlement obtained from the test was less than that of in-situ. The settlement of the reclaimed layer increased when the shear strength of clay layer become harder.
|
ƒL[ƒ[ƒhi‰pjF |
Liquefaction, Hybrid experiment, Alluvial clay, Reclaimed layer, Shear strength
|
‹LŽ–‹æ•ªF |
-
|
‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |