掲載雑誌（和）： 土木学会論文集 III 巻： -巻 号： 400/III-10号 頁： 103‐112頁 年： 1988年 月： 12月 著者（和）： 福武毅芳，大槻明 タイトル（和）： 任意応力条件下の繰返しせん断と液状化解析 抄録（和）：
- キーワード（和）： - 掲載雑誌（英）： JOURNAL OF GEOTECHNICAL ENGINEERING 著者（英）： - タイトル（英）： Modelling soil behavior under arbitrary loading and its application to liquefaction analysis． 抄録（英）：
In order to simulate the ground motion under arbitrary loading including rotation of the principal stress axes, the authors incorporate a proper constitutive equation in dynamic analysis. In the present paper, a parameter is proposed to consider the effect of stress reversal subjected to earthquake loading. The parameter is substituted in the Matsuoka's constitutive model (1986) that can evaluate the yield due to rotation of the principal stress axes. Simulations of simple shear tests, shaking table tests and liquefaction analysis of irregular grounds are curried out. Those numerical studies indicate that Mastuoka's model can be applied to the seismic response analysis of the ground under the arbitrary loading. キーワード（英）： constitutive equation, repeated shearing, liquefaction, arbitrary loading, dynamic analysis 記事区分： - 区分 　　　　論文集