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Influence of hydraulic hysteresis on effective stress in unsaturated soils

机译:水力滞后对非饱和土壤有效应力的影响

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摘要

In this note, results from a careful programme of experimental research are presented examining the variation of the effective stress parameter along main drying and wetting paths and in transition from drying to wetting. Both dimensional and non-dimensional representations of the results are discussed and the general trends observed are highlighted. A simple model is presented for the quantification of the contribution of suction to the effective stress of the solid skeleton including the hysteresis effects due to wetting and drying. In addition, it is shown that the degree of saturation may not be a suitable candidate as the effective stress parameter for such quantification.
机译:在本说明中,提出了仔细研究计划的结果,研究了有效应力参数沿主要干燥和润湿路径以及从干燥到润湿的过渡过程中的变化。讨论了结果的三维和非三维表示,并突出了观察到的总体趋势。提出了一个简单的模型,用于量化吸力对固体骨架有效应力的贡献,包括由于湿润和干燥引起的滞后效应。另外,已经表明,饱和度可能不是作为用于这种量化的有效应力参数的合适候选者。

著录项

  • 来源
    《Geotechnique》 |2010年第9期|p.729-734|共6页
  • 作者

    N. KHALILI; S. ZARGARBASHI;

  • 作者单位

    School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia;

    rnSchool of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    laboratory tests; partial saturation; shear strength; suction;

    机译:实验室测试;部分饱和;剪切强度吸力;

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