ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
|
•ÅF |
1055-1060•Å
|
’˜ŽÒi˜ajF |
‰Q‰ª@—ljîCŽÅè@…–³ŽqC•—ŠÔ@ŠîŽ÷C”ª“ˆ@ŒúC’£@–N
|
ƒ^ƒCƒgƒ‹i˜ajF |
‰t󉻒n”Õ’†‚ÌY‚Ì’n”Õ”½—Í•]‰¿‚ɑ΂·‚é3ŽŸŒ³—LŒø‰ž—͉ðÍ‚Ì“K—p«
|
´˜^i˜ajF |
-
|
ƒL[ƒ[ƒhi˜ajF |
‰tó‰»CYC’n”Õ”½—ÍC—LŒø‰ž—͉ðÍ
|
ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
|
’˜ŽÒi‰pjF |
Ryosuke Uzuoka, Minako Shibasaki, Motoki Kazama, Atsushi Yashima, Feng Zhang
|
ƒ^ƒCƒgƒ‹i‰pjF |
Applicability of 3-dimensional effective stress analysis for evaluation of subgrade reaction on pile during liquefaction
|
´˜^i‰pjF |
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.
|
ƒL[ƒ[ƒhi‰pjF |
Liquefaction, Pile, Subgrade reaction, Effective stress analysis
|
‹LŽ–‹æ•ªF |
-
|
‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |