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Coupled Hydromechanical Model of Two-Phase Fluid Flow in Deformable Porous Media

机译:变形多孔介质中两相流耦合的水力耦合模型

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摘要

A model of solid-water-air coupling in triphasic mixtures is compared with solid-water coupling in biphasic mixtures with an application to partially saturated porous media. Based on thermodynamics, the mathematical framework governing the behavior of a partially saturated soil is derived using balance equations, and the numerical implementation and drainage tests of a soil column are carried out to validate the obtained formulations. The role of the air phase in the hydro-mechanical behavior of triphasic mixtures can be analyzed from the interactions among multiple phases for the constitutive behavior of a solid skeleton, and the triphasic mixture model can be applied in geotechnical engineering problems, such as CO_2 sequestration and air storage in aquifers.
机译:将三相混合物中的固-水-空气耦合模型与双相混合物中的固-水耦合模型进行了比较,并将其应用于部分饱和的多孔介质。基于热力学,运用平衡方程推导了控制部分饱和土性状的数学框架,并进行了土柱的数值实现和排水试验,以验证所获得的配方。可以从多相之间的相互作用分析固体骨架的本构行为中气相在三相混合物的水-力学行为中的作用,并且该三相混合物模型可以应用于岩土工程问题,例如CO_2固存和蓄水层中的空气存储。

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  • 来源
    《Mathematical Problems in Engineering》 |2013年第10期|589452.1-589452.8|共8页
  • 作者

    You-Seong Kim; Jaehong Kim;

  • 作者单位

    Department of Civil Engineering, Chonbuk National University, Jeonju 561-756, Republic of Korea;

    Department of Civil Engineering, Chonbuk National University, Jeonju 561-756, Republic of Korea;

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