Influence of true-triaxial stress and elevated temperature on three-directional permeability of a purple sandstone

IF 6.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Jiacun Liu, Xing Li, Yi Xia, Ying Xu, Dongping Liu, Kaiwen Xia
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引用次数: 0

Abstract

The reservoir rocks exist within geological environments characterized by elevated true-triaxial stress, pore pressure, and temperature. Understanding the coupled effects of temperature and true-triaxial stress on three-directional permeability is crucial for the efficient extraction of underground resources. Therefore, this study employs a self-developed true-triaxial geophysical imaging cell equipped with a temperature-controlled module to conduct three-directional helium permeability tests on purple sandstone. A stepwise loading path is adopted in this study to examine the influence of temperature (from 20 to 80 °C) and true-triaxial stress on three-dimensional permeability. As a result of inherent structural heterogeneity, the three-directional permeability exhibits significant anisotropy even under isotropic stress conditions. Under the coupled effects of thermal expansion and stress compaction, the three-directional permeability decreases with increasing temperature and principal stresses, and its sensitivity exhibits a negative correlation with both temperature and stress levels. This study introduces anisotropy ratios to quantitatively characterize the anisotropy degree in three-directional permeability (\({{k_{y} } \mathord{\left/ {\vphantom {{k_{y} } {k_{x} }}} \right. \kern-0pt} {k_{x} }}\), \({{k_{z} } \mathord{\left/ {\vphantom {{k_{z} } {k_{x} }}} \right. \kern-0pt} {k_{x} }}\), \({{k_{z} } \mathord{\left/ {\vphantom {{k_{z} } {k_{y} }}} \right. \kern-0pt} {k_{y} }}\)). Owing to the differences in sensitivity of three-directional permeability to temperature and principal stresses, the anisotropy ratio exhibits complex nonlinear evolution with changing temperature and true-triaxial stress states. A new three-directional permeability model is developed by introducing variable temperature-stress sensitivity coefficients into exponential permeability formulation. This model can effectively characterize the evolution of three-directional permeability and corresponding anisotropy ratio under varying temperature and true-triaxial stress conditions.

真三轴应力和高温对紫色砂岩三向渗透率的影响
储层岩处于真三轴应力、孔隙压力和温度升高的地质环境中。了解温度和真三轴应力对三向渗透率的耦合影响,对于有效开采地下资源至关重要。因此,本研究采用自主研制的配备温控模块的真三轴地球物理成像单元,对紫色砂岩进行了三向氦渗透率测试。本研究采用逐级加载路径,考察温度(20 ~ 80℃)和真三轴应力对三维渗透率的影响。由于固有的结构非均质性,即使在各向同性应力条件下,三向渗透率也表现出显著的各向异性。在热膨胀和应力压实的耦合作用下,三向渗透率随温度和主应力的升高而降低,其敏感性与温度和应力水平均呈负相关。本研究引入各向异性比值,定量表征三向渗透率的各向异性程度(\({{k_{y} } \mathord{\left/ {\vphantom {{k_{y} } {k_{x} }}} \right. \kern-0pt} {k_{x} }}\), \({{k_{z} } \mathord{\left/ {\vphantom {{k_{z} } {k_{x} }}} \right. \kern-0pt} {k_{x} }}\), \({{k_{z} } \mathord{\left/ {\vphantom {{k_{z} } {k_{y} }}} \right. \kern-0pt} {k_{y} }}\))。由于三向渗透率对温度和主应力的敏感性不同,各向异性比随温度和真三轴应力状态的变化呈现复杂的非线性演化。在渗透率指数公式中引入变温应力敏感系数,建立了新的三向渗透率模型。该模型能有效表征变温度和真三轴应力条件下三向渗透率及其各向异性比的演化规律。
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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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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