Physics and modeling of thermal flow and soil mechanics in unconsolidated porous media

A. Settari
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引用次数: 16

Abstract

This paper describes a new formulation of nonlinear soil mechanics and multiphase thermal flow. The nonlinearites of the soil behavior and their interactions with fluid flow causing shear failure of the soil are the dominant features of the process. The numerical formulation of the coupled flow/stress solution model includes nonlinear compressibility and flow properties as functions of pressure, stress, and temperature; nonlinear, incremental, thermal poroelastic stress analysis; and shear or tensile failure and its effects on transport properties, porosity, and stress. An efficient sequential numerical scheme was developed. It is mass conservative and applicable to external coupling of existing simulators. The 1D examples show some startling new features of reservoir mechanics in unconsolidated media.
松散多孔介质中热流和土力学的物理与建模
本文介绍了非线性土力学和多相热流的新公式。土的非线性特性及其与流体的相互作用导致土的剪切破坏是这一过程的主要特征。流动/应力耦合求解模型的数值公式包括非线性压缩性和流动特性作为压力、应力和温度的函数;非线性增量热孔弹性应力分析;以及剪切或拉伸破坏及其对输运特性、孔隙率和应力的影响。提出了一种有效的顺序数值格式。该方法质量保守,适用于现有仿真器的外部耦合。一维实例显示了松散介质中储层力学的一些惊人的新特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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