ŒfÚŽGŽi˜ajF
“y–ØŠw‰ï”NŽŸŠwpu‰‰‰ïu‰‰ŠT—vW‘æ3•”
VolF
48Šª
”NF
1993”N
•ÅF
514-515•Å
’˜ŽÒi˜ajF
‰Í“c@—ŠŽ¡C•º“®@³KC‘º“c@GˆêCˆÀ•Ÿ@‹K”VC™ŽR@‘¾G
ƒ^ƒCƒgƒ‹i˜ajF
ŒJ•Ô‚µ‚¹‚ñ’f‚ðŽó‚¯‚é”S“y‚ÌŠÖŒ„…ˆ³‚¨‚æ‚тЂ¸‚Ý‚Ì—\‘ª
|
´˜^i˜ajF
ˆê”ʂɤ’nk¤”g˜Q¤Œð’ʉ×d“™‚ÌŒJ•Ô‚µŠO—Í‚ðŽó‚¯‚é“îŽã”S“y’n”Õ‚ÌŒJ•Ô‚µ‚¹‚ñ’f‹““®‚ͤ–O˜a»’n”Ղ̉t󉻋““®‚̂悤‚ȃhƒ‰ƒXƒeƒBƒbƒN‚È–â‘è‚Æ‚µ‚Äl‚¦‚ç‚ê‚Ä‚¢‚È‚¢‚Ì‚ªŒ»ó‚Å‚ ‚é¡‚µ‚©‚µ¤‚±‚̂悤‚È“îŽã’n”Õã‚É‚¨‚¯‚é”íŠQŽ–—á‚Í”‘½‚•ñ‚³‚ê‚Ä‚¢‚é¡‚Ü‚½ˆÀ’è‰ðÍ“™‚ðs‚¤Û‚ɂͤ‚»‚Ì’n”Õ“à—v‘f‚ÌŒJ•Ô‚µ‚¹‚ñ’f•ÏŒ`‚È‚ç‚Ñ‚ÉŠÔŒ„…ˆ³‚𖾊m‚É”cˆ¬‚·‚邱‚Æ‚Ì‚Å‚«‚é—\‘ªŽè–@‚ÌŠm—§‚ª•K—v‚Æ‚³‚ê‚é¡‚»‚±‚Å–{Œ¤‹†‚É‚¨‚¢‚ĤŠC«”S“y‚ð‘ÎÛ‚É”ñ”r…ŒJ•Ô‚µŽOŽ²ŽŽŒ±‚ðs‚¢¤‚»‚ÌŒ‹‰Ê‚ð‚à‚ƂɂЂ¸‚Ý‚¨‚æ‚ÑŠÔŒ„…ˆ³‚Ì—\‘ªŽ®‚ð쬂µ‚½¡‚»‚ÌŒ‹‰Ê‚Æ‚µ‚ÄŽÀŒ±Œ‹‰Ê‚Æ—\‘ªŒ‹‰Ê‚ɂͤ—ÇD‚ȑΉžŠÖŒW‚ª‘¶Ý‚·‚邱‚Æ‚ª–¾‚©‚Æ‚È‚Á‚½¡
|
|
ƒL[ƒ[ƒhi˜ajF
”S“yC”S’…—ÍCŒJ•Ô‚µ‰×d
|
ŒfÚŽGŽi‰pjF
PROCEEDINGS OF ANNUAL CONFERENCE OF THE JAPAN SOCIETY OF CIVIL ENGINEERS
’˜ŽÒi‰pjF
Kawata Yoriharu,Hyodo Masayuki,Murata Hidekazu,Yasufuku Noriyuki,Sugiyama Motohiro
ƒ^ƒCƒgƒ‹i‰pjF
PREDICTION OF PORE PRESSURE AND AXIAL STRAIN OF CLAY SUBJECTED TO CYCLIC SHEAR STRESS
|
´˜^i‰pjF
A serise of undrained cyclic triaxial compression tests has been performed on a marine clay.In this study,a empirical model was proposed for evaluating the development of peak pore pressure and double amplitude of axial strain of normally consolideted clay subjected to cyclic shear stress.The predicted results by the proposed model corresponds well with those of experiments.
|
|
ƒL[ƒ[ƒhi‰pjF
clay,cohesion,Cyclic load
|
‹LŽ–‹æ•ªF
-
‹æ•ª
@@@ˆÏˆõ‰ï˜_•¶W