ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W III ŠªF -Šª †F 487/III-26† •ÅF 255]264•Å ”NF 1994”N ŒŽF 3ŒŽ ’˜ŽÒi˜ajF “ú‰º•”@Ž¡, ”‹Œ´@•qs, ‘å‘@³‘¥@ ƒ^ƒCƒgƒ‹i˜ajF ¬”¼Œaƒhƒ‰ƒ€Œ^‰“S‘•’u‚ÌŽŽì‚Æ—˜—p‚ÌŒoŒ±@@ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF GEOTECHNICAL ENGINEERING ’˜ŽÒi‰pjF Osamu KUSAKABE, Toshiyuki HAGIWARA, Masanori OGUSA@ ƒ^ƒCƒgƒ‹i‰pjF Experiences of design and use of small drum centrifuges. ´˜^i‰pjF
Two types or centrifuges exist in geotechnical model tests : beam centrifuge and drum centrifuge. The authors have designed, constructed and utilized two samll diameter drum centrifugal since 1985. They have examined the applicability of the drum centrifugal to geotechnical model testing including p ƒL[ƒ[ƒhi‰pjF model test, centrifuge, consolidation, liquefaction, underground pipe ‹LŽ–‹æ•ªF ˜a•¶•ñi“Še˜_•¶j ‹æ•ª @@@@˜_•¶W