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Partially Saturated Soil: Formulation through Generalized Fluid Vector and Validation with Leaking Test

机译:部分饱和的土壤:通过广义流体向量进行公式化并通过泄漏测试进行验证

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This paper proposes a new formulation of governing equation of three phase medium, consisting of solid skeleton, gas, and water through a generalized fluid vector and validation with leaking test. The proposed generalized fluid vector consists of generalized degrees of freedom in pore pressures; one for gas, other for water, in case of two degrees of freedom. This fluid vector can be further generalized to take into account the multiple degrees of freedom of pore pressures, such as mixtures of oil, water, air, natural gasses, etc. The use of the generalized fluid vector allows the apparently a simpler formulation of the governing equations dealing with three or larger number of phases of materials. The simpler formulation in mathematical terms reduces to and coincides with that of two phase medium and thus has significant advantages when the complexities in pore filling materials are increased. Example analysis of this formation for validation is performed based on a 1D leaking test of a partially saturated soil column. In overall, the computed results are consistent with those of the previous bench marking test and numerical study, and thus confirm the applicability of the proposed formulation of partially saturated soil.
机译:本文通过广义流体矢量提出了一种由固体骨架,气体和水组成的三相介质控制方程的新公式,并通过泄漏试验进行了验证。拟议的广义流体矢量由孔隙压力的广义自由度组成。在两个自由度的情况下,一种用于气体,另一种用于水。可以进一步泛化该流体矢量,以考虑孔隙压力的多种自由度,例如油,水,空气,天然气等的混合物。使用广义流体矢量,显然可以简化流体模型的公式。处理三个或更多数量的材料相的控制方程式。用数学术语来说,较简单的公式可以减少到两相介质的用量并与之相吻合,因此,当增加孔隙填充材料的复杂性时,它具有明显的优势。基于部分饱和土柱的一维泄漏测试,对该地层进行示例分析以进行验证。总体而言,计算结果与先前的基准测试和数值研究结果一致,从而证实了所提出的部分饱和土配方的适用性。

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