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首页> 外文期刊>Transport in Porous Media >A Thermodynamically Consistent Phase Field Model for Gas Transport in Saturated Bentonite Accounting for Initial Stress State
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A Thermodynamically Consistent Phase Field Model for Gas Transport in Saturated Bentonite Accounting for Initial Stress State

机译:饱和膨润土占初始应力状态的饱和膨润土算法的热力学一致的相现场模型

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摘要

A thermodynamically consistent phase field model that accounts for initial stress state is proposed in this paper to simulate the gas migration process in saturated bentonite. The energy contribution due to the fracturing process is included in Coussy's thermodynamic framework for unsaturated porous media. The possible effect of the interfaces between different phases on the driving force functional for phase field and the effective stress has been identified from the proposed thermodynamic framework. In addition, the initial stress state is innovatively accounted for in the phase field model by introducing a fictitious strain tensor that is calculated from its corresponding initial stress tensor. It is the sum of the fictitious strain tensor and the strain tensor due to elastic deformation that governs the evolution of the phase field. The simulated results showed that the effect of the swelling pressure (regarded as the initial effective stress for a high swelling clay) on the fracture initiation has been well described by the proposed method. Specifically, the effect of either isotropic or anisotropic stress state on the fracturing process can be well reflected by the phase field approach based on Rankine-type fracture criterion. In contrast, the phase field approach based on the Griffith fracture criterion is more appropriate for the isotropic stress state than the anisotropic stress state because of the Poisson's effect. Moreover, the gas pressure required to trigger the fracturing process needs to exceed the sum of the porewater pressure and the initial stress. The effect of the boundary condition on the evolution of fluid pressure and total stress has been qualitatively captured. It is found that the boundary with higher stiffness leads to a higher gas pressure in the developed fracture and a higher water pressure and total stress in the surrounding porous matrix. In addition, some key experimental findings, such as the preferential gas flow, the build-up of porewater pressure, the almost fully saturated state and the localized consolidation, have been qualitatively captured by the developed phase field model.
机译:在本文中提出了一种用于初始应力状态的热力学一致的相场模型,以模拟饱和膨润土中的气体迁移过程。由于压裂过程引起的能量贡献包括在Coussy的不饱和多孔介质的热力学框架中。从所提出的热力学框架识别出不同阶段对不同相位与相位场的驱动力功能的可能效果。另外,通过引入由其对应的初始应力张量计算的虚拟应变张量,初始应力状态在相场模型中进行创新地占相机。由于弹性变形来控制相场的进化,因此是虚构应变张量和应变张量的总和。模拟结果表明,通过该方法很好地描述了溶胀压力(认为作为高溶胀粘土的初始有效应力)的影响。具体地,通过基于朗肯型裂缝标准的相场方法可以很好地反映在压裂过程中的各向同性或各向异性应力状态的影响。相反,基于Griffith裂缝标准的相位场方法更适合于各向同性应力状态而不是各向异性应力状态,因为泊松的效果。此外,触发压裂过程所需的气体压力需要超过孔隙压力和初始应力的总和。边界条件对流体压力和总胁迫的演变的影响已经定性捕获。结果发现,具有较高刚度的边界导致发育骨折和较高的水压和周围多孔基质中的较高水压和总应力的较高气体压力。此外,一些关键的实验结果,例如优先的气体流动,孔隙压力,几乎完全饱和状态和局部整合的堆积,已经通过开发的阶段模型定性地捕获。

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