Œf�ÚŽGŽ��i˜a�j�F “y–ØŠw‰ï˜_•¶�W I Šª�F -Šª �†�F 495/I-28�† •Å�F 101�]110•Å ”N�F 1994”N ŒŽ�F 7ŒŽ ’˜ŽÒ�i˜a�j�F ‘å’Î�@–¾, •Ÿ•��@‹B–F, “¡�ì�@’q, �²“¡�@�³‹`�@ ƒ^ƒCƒgƒ‹�i˜a�j�F ‰t�󉻎žŒQ�Y‹““®‚ÌŽOŽŸŒ³—LŒø‰ž—͉ð�Í �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING ’˜ŽÒ�i‰p�j�F Akira OTSUKI, Kiyoshi FUKUTAKE, Satoshi FUJIKAWA, Masayoshi SATO�@ ƒ^ƒCƒgƒ‹�i‰p�j�F Three Dimensional Effective Analysis for Evaluating Response of Group Pile Foundation under Liquefaction. �´˜^�i‰p�j�F
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��[ƒh�i‰p�j�F liquefaction, three dimensional effective stress analysis, group pile foundation, multi-shaking direction ‹LŽ–‹æ•ª�F ˜a•¶˜_•¶�i“Š�e˜_•¶�j ‹æ•ª �@�@�@�@˜_•¶�W