ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W I ŠªF -Šª †F 495/I-28† •ÅF 101]110•Å ”NF 1994”N ŒŽF 7ŒŽ ’˜ŽÒi˜ajF ‘å’Î@–¾, •Ÿ•@‹B–F, “¡ì@’q, ²“¡@³‹`@ ƒ^ƒCƒgƒ‹i˜ajF ‰t󉻎žŒQY‹““®‚ÌŽOŽŸŒ³—LŒø‰ž—͉ðÍ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING ’˜ŽÒi‰pjF Akira OTSUKI, Kiyoshi FUKUTAKE, Satoshi FUJIKAWA, Masayoshi SATO@ ƒ^ƒCƒgƒ‹i‰pjF Three Dimensional Effective Analysis for Evaluating Response of Group Pile Foundation under Liquefaction. ´˜^i‰pjF
Verification of a three dimensional effective stress analysis is discussed through comparisons of results of the shaking table test for a one-story structure supported on group piles through a saturated sandy deposit. The proposed method can well represent the observed nonlinear response of the satu ƒL[ƒ[ƒhi‰pjF liquefaction, three dimensional effective stress analysis, group pile foundation, multi-shaking direction ‹LŽ–‹æ•ªF ˜a•¶˜_•¶i“Še˜_•¶j ‹æ•ª @@@@˜_•¶W