掲載雑誌（和）：	日本地震工学シンポジウム論文集
Vol：	11巻
年：	2002年
頁：	711-716頁
著者（和）：	風間　基樹，仙頭　紀明，森　友宏，大村　洋史，福島　英晃，篠崎　友利
タイトル（和）：	過圧密履歴を受けた砂質地盤の液状化抵抗
抄録（和）：	-
キーワード（和）：	過圧密，液状化，遠心力載荷実験，K0圧密，ひずみ制御繰返し三軸試験
掲載雑誌（英）：	THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
著者（英）：	Kazama Motoki, Sento Noriaki, Mori Tomohiro, Omura Hirofumi, Fukushima Hideaki, Shinozaki Tomotoshi
タイトル（英）：	LIQUEFACTION RESISTANCE OF SANDY GROUND SUBJECTED TO OVER-CONSOLIDATION HISTORY
抄録（英）：	Pre-loading method and dewatering method are countermeasures against liquefaction expecting over-consolidation effect. This effect is studied by centrifuge model tests and strain-controlled cyclic tri-axial tests, in which the model ground and the specimen were consolidated through various consolidation histories. The following results are obtained from this study: 1) Over-consolidation effect contributing a settlement reduction is confirmed by centrifuge test. However the effect diminished as the shaking level increased, 2) K 0 -value increase as the OCR increases, but the value decreases after unloading and reloading history, and 3) Over-consolidation effect due to strengthening soil fabric diminished when the specimen is subjected to the cyclic shear strain level over two percent.
キーワード（英）：	Over-consolidation, Liquefaction, Centrifuge test, K0-consolidation, Strain-controlled cyclic shear test
記事区分：	-
区分：	委員会論文集