ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
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•ÅF |
885-890•Å
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’˜ŽÒi˜ajF |
ˆÀ“c@iC“c’†@’qG
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ƒ^ƒCƒgƒ‹i˜ajF |
ƒŒƒxƒ‹2 ’nk“®‚ɑ΂·‚é–§‚È»‚ƃVƒ‹ƒgŽ¿»‚̉t󉻂̔íŠQ
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´˜^i˜ajF |
-
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ƒL[ƒ[ƒhi˜ajF |
‰tó‰»CŽº“àŽÀŒ±C–ÍŒ^ŽÀŒ±C’nk
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Susumu Yasuda, Tomohiro Tanaka
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ƒ^ƒCƒgƒ‹i‰pjF |
Liquefaction-induced damage of dense sands and silty sands under very strong shaking
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´˜^i‰pjF |
In loose sandy ground, liquefaction have occurred and brought severe damage to structures such as settlement of buildings and floatation of buried structures. In medium dense sands or silty sands liquefaction may occur under very strong shakings such as 400 to 600 gals of maximum surface acceleration. The authors estimated the critical density and fines content which cause liquefaction under very strong shaking. Then post liquefaction behavior of liquefied medium dense sands or silty sands was studied by conducting laboratory tests. Settlement or floatation of structures in liquefied medium dense sandy ground and silty ground was demonstrated by shaking table tests. Test results showed that the liquefaction of these sands does not bring severe damage to structures.
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ƒL[ƒ[ƒhi‰pjF |
Liquefaction, Laboratory test, Model test, Earthquake
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‹LŽ–‹æ•ªF |
-
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‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |