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Viscous Effects on the Deformation of Kaolin Clay in Drained 1D Compression with Cyclic Loading

F.Tatsuoka

Department of Civil Engineering, Tokyo University of Science, 2641, Yamazaki, Noda-shi, Chiba, 278-8510, Japan

摘要:<正> Viscous effects on the drained stress-strain behaviour of kaolin (D50= 0.0013 mm; PI= 41.6 & LL= 79.6 %) were evaluated by performing a series one-dimensional (1D) compression tests on saturated specimens. Cyclic loading with a large stress amplitude was applied during otherwise monotonic loading at a constant strain rate. Creep deformation characteristics change significantly by preloading history, which was simulated by incorporating the viscous property into a non-linear three-component rheology model having isotach type viscosity with hysteretic inviscid stress-strain property.
会议名称:

The 4th Pacific Rim Conference on Rheology

会议时间:

2005-08

会议地点:

中国上海

  • 专辑:

    工程科技Ⅱ辑; 基础科学

  • 专题:

    建筑科学与工程

  • 分类号:

    TU442

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