Pore structure characterization of sandstone under different water invasion cycles using micro-CT

IF 3.9 2区 工程技术 Q3 ENERGY & FUELS Geomechanics and Geophysics for Geo-Energy and Geo-Resources Pub Date : 2024-02-22 DOI:10.1007/s40948-023-00696-z
Weizheng Mao, Yujing Yao, Zhe Qin, Yongde Liu, Jihuan Han, Zhen Liu
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Abstract

The meso-structural changes of rocks during repeated cycles of water invasion are the fundamental cause of macroscopic physical property damage. In this paper, based on the computed tomography scan images of rock samples under different numbers of water invasion cycles, a three-dimensional pore network model was constructed to analyze the changes in pore structure under the action of water invasion. The damage variable was introduced to quantitatively characterize the parameter damage of each pore and reveal the evolution of rock meso-damage. The results show that 81% of the pore radius is less than 10 μm under 0 water invasion cycles and that 76% of the pore radiuses are less than 10 μm after 10 water invasion cycles. After 10 water invasion cycles, the peak range of the pore radius distribution enlarged from the initial range of 2–4 μm to that of 4–6 μm and the proportion of pore throats with a radius less than 10 μm decreased from an initial 82–72%. With an increase of water invasion cycles, the proportion of large pores increased and the connectivity among pores enhances gradually. The damage variable of each pore parameter changed the most during 2–5 water invasion cycles. After 10 water invasion cycles, the maximum degree of damage that the pore volume reached was up to 41.44% and the minimum degree of damage of the pore coordination number was 5.80%. The test results helped to reveal the pore structure changes and the damage of rock samples during water invasion cycles.

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利用微型计算机断层扫描表征不同水侵周期下砂岩的孔隙结构
岩石在水侵蚀反复循环过程中的中观结构变化是造成宏观物理属性破坏的根本原因。本文基于不同水侵循环次数下岩石样品的计算机断层扫描图像,构建了三维孔隙网络模型,分析水侵作用下孔隙结构的变化。引入损伤变量,定量表征每个孔隙的损伤参数,揭示岩石中观损伤的演化过程。结果表明,在 0 个水侵周期下,81% 的孔隙半径小于 10 μm,10 个水侵周期后,76% 的孔隙半径小于 10 μm。水侵 10 次后,孔半径分布的峰值范围从最初的 2-4 μm 扩大到 4-6 μm,孔半径小于 10 μm 的孔喉比例从最初的 82% 下降到 72%。随着水侵周期的增加,大孔隙的比例增加,孔隙间的连通性逐渐增强。在 2-5 个水侵周期内,各孔隙参数的破坏变量变化最大。经过 10 个水侵周期后,孔隙体积的最大破坏程度达到 41.44%,孔隙配位数的最小破坏程度为 5.80%。试验结果有助于揭示岩石样本在水侵循环过程中孔隙结构的变化和破坏情况。
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来源期刊
Geomechanics and Geophysics for Geo-Energy and Geo-Resources
Geomechanics and Geophysics for Geo-Energy and Geo-Resources Earth and Planetary Sciences-Geophysics
CiteScore
6.40
自引率
16.00%
发文量
163
期刊介绍: This journal offers original research, new developments, and case studies in geomechanics and geophysics, focused on energy and resources in Earth’s subsurface. Covers theory, experimental results, numerical methods, modeling, engineering, technology and more.
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