| Œf�ÚŽGŽ��i˜a�j�F | “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W |
| Vol�F | 11Šª |
| ”N�F |
2002”N
|
| •Å�F |
869-874•Å
|
| ’˜ŽÒ�i˜a�j�F |
ŽO—Ö�@Ž �CŽ›àV�@�³�l�C’r“c�@—²–¾
|
| ƒ^ƒCƒgƒ‹�i˜a�j�F |
‰t�󉻂ɔº‚¤’n”Õ‚Ì—¬“®‚ÉŠÖ‚·‚é—¬“®—Ê�E‰e‹¿”͈͂̊ȈՕ]‰¿
|
| �´˜^�i˜a�j�F |
-
|
| ƒL�[ƒ��[ƒh�i˜a�j�F |
‰t�ó‰»�C’n”Õ‚Ì—¬“®�C”ñ‰t�󉻑w�C‚¹‚ñ’f�„�«
|
| Œf�ÚŽGŽ��i‰p�j�F |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
|
| ’˜ŽÒ�i‰p�j�F |
Shigeru Miwa, Masahito Terazawa, Takaaki Ikeda
|
| ƒ^ƒCƒgƒ‹�i‰p�j�F |
SIMPLIFIED EVALUATION OF GROUND DEFORMATION DUE TO LIQUEFACTION FLOW
|
| �´˜^�i‰p�j�F |
In evaluating the ground deformation due to liquefaction-induced flow, it is important to evaluate adequately not only rigidities of liquefied layers, but also those of non-liquefied layers above water level. In this paper, taking notice of shear modulus of non-liquefied layer, simplified FEM analyses were conducted. Influences of rigidity of non-liquefied layer and nonlinearity of rigidity on ground deformation are discussed. It indicated that the case considering nonlinearity of non-liquefied layers express damages more properly than the case rigidity of non-liquefied layers are constant, and, the case shear modulus change in accordance with distance from quay wall also agreed well with investigation.
|
| ƒL�[ƒ��[ƒh�i‰p�j�F |
Liquefaction, Ground deformation due to liquefaction flow, Non-liquefied layer, Shear modulus
|
| ‹LŽ–‹æ•ª�F |
-
|
| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |