ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
|
•ÅF |
813-818•Å
|
’˜ŽÒi˜ajF |
“c‘º@³CŽÐ–{@NLC‘C“c@Œ’ŽŸC¡‘º@WC–ö@—²”VC‰¬Œ´@‚Ý‚«
|
ƒ^ƒCƒgƒ‹i˜ajF |
—LŒø‰ž—̓‚ƒfƒ‹‚ÉŠî‚”S“y‘w‚Ì’nkŽž‹““®‚Æ’nkŒã‚Ì’¾‰º•]‰¿
|
´˜^i˜ajF |
-
|
ƒL[ƒ[ƒhi˜ajF |
”S«“yC—LŒø‰ž—̓‚ƒfƒ‹C’nkŽž‰ž“šC’nkŒã’¾‰º
|
ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
|
’˜ŽÒi‰pjF |
Tadashi Tamura, Yasuhiro Shamoto, Kenji Masuda, Akira Imamura, Takayuki Aoyagi, Miki Ogihara
|
ƒ^ƒCƒgƒ‹i‰pjF |
SEISMIC BEHAVIOR AND ESTIMATION OF POST-EARTHQUAKE SETTLEMENT OF CLAY LAYERS ON EFFECTIVE STRESS MODEL
|
´˜^i‰pjF |
In this paper, cyclic deformation tests under the undrained condition were carried out for overconsolidated Kaolin clay. The cyclic deformation tests were confirmed by the usual effective stress model. By the earthquake response analysis used the total stress model or the effective stress model, the seismic behavior and the post-earthquake settlement were investigated for soft clay layers.
|
ƒL[ƒ[ƒhi‰pjF |
Cohesive Soil, Effective Stress Model, Earthquake Response, Post-earthquake Settlement
|
‹LŽ–‹æ•ªF |
-
|
‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |