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A novel equation for determining the suction stress of unsaturated soils from the water retention curve based on wetted surface area in pores

机译:基于孔隙湿润面积的保水曲线确定非饱和土壤吸力的新方程式

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摘要

A novel equation is proposed for the evaluation of the suction stress of an unsaturated soil. The equation, based on the assumption that suction is transmitted to soil solid particles only through their wet external surface, allows to easily derive the soil suction characteristic curve from the water retention curve. The proposed equation has been verified against published experimental data of suction stress smaller than 1 MPa for soils of various characteristics. In all cases, an excellent agreement between predicted and observed values of suction stress is achieved, showing that the proposed equation performs better than other currently adopted expressions for the evaluation of soil suction stress.
机译:提出了一个新的方程式来评价非饱和土的吸力。该公式基于以下假设:吸力仅通过湿的外表面传递到土壤固体颗粒,因此可以轻松地从保水曲线得出土壤吸力特性曲线。针对各种特性的土壤,该方程已针对已发表的小于1 MPa的吸力实验数据进行了验证。在所有情况下,吸力应力的预测值和观测值之间都达到了极好的一致性,表明所提出的方程比其他当前采用的表达式更能评价土壤的吸力。

著录项

  • 来源
    《Water resources research》 |2015年第8期|6143-6155|共13页
  • 作者

    Greco Roberto; Gargano Rudy;

  • 作者单位

    Univ Naples 2, Dipartimento Ingn Civile Design Edilizia & Ambien, Aversa, Italy|Delft Univ Technol, Fac Civil Engn & Geosci, Water Resources Sect, Delft, Netherlands;

    Univ Cassino & Lazio Meridionale, Dipartimento Ingn Civile & Meccan, Cassino, Italy;

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  • 正文语种 eng
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