| Œf�ÚŽGŽ��i˜a�j�F | “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W |
| Vol�F | 11Šª |
| ”N�F |
2002”N
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| •Å�F |
1055-1060•Å
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| ’˜ŽÒ�i˜a�j�F |
‰Q‰ª�@—ljî�CŽÅ�è�@�…–³Žq�C•—ŠÔ�@ŠîŽ÷�C”ª“ˆ�@Œú�C’£�@–N
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| ƒ^ƒCƒgƒ‹�i˜a�j�F |
‰t�󉻒n”Õ’†‚Ì�Y‚Ì’n”Õ”½—Í•]‰¿‚ɑ΂·‚é3ŽŸŒ³—LŒø‰ž—͉ð�͂̓K—p�«
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| �´˜^�i˜a�j�F |
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| ƒL�[ƒ��[ƒh�i˜a�j�F |
‰t�ó‰»�C�Y�C’n”Õ”½—Í�C—LŒø‰ž—͉ð�Í
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| Œf�ÚŽGŽ��i‰p�j�F |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| ’˜ŽÒ�i‰p�j�F |
Ryosuke Uzuoka, Minako Shibasaki, Motoki Kazama, Atsushi Yashima, Feng Zhang
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| ƒ^ƒCƒgƒ‹�i‰p�j�F |
Applicability of 3-dimensional effective stress analysis for evaluation of subgrade reaction on pile during liquefaction
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| �´˜^�i‰p�j�F |
In this paper, a three-dimensional effective stress analysis was performed to simulate the dynamic behavior of piles during liquefaction in a large-scale shaking table test. In particular, the subgrade reaction on piles was discussed in detail. Experimental and numerical results showed that the subgrade reaction on a pile, whose top was fixed to the footing, had a correlation with the relative velocity of the pile to the ground during liquefaction.
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| ƒL�[ƒ��[ƒh�i‰p�j�F |
Liquefaction, Pile, Subgrade reaction, Effective stress analysis
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| ‹LŽ–‹æ•ª�F |
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| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |