Characterization and modeling of the dynamic mechanical behavior of acid-etched sandstone

IF 4.5 4区 材料科学 Q2 MATERIALS SCIENCE, CHARACTERIZATION & TESTING
Pu Yuan, Mengyao Wang, Xiaobo Zheng, Peng Qian
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Abstract

Understanding the energy dissipation and damage evolution of sandstone under acidic environments is critical for the safety and stability of deep rock engineering. In this paper, the dynamic mechanical behavior of sandstone subjected to acid erosion is systematically investigated through laboratory experiments and numerical modeling. Dynamic impact tests are conducted using a split Hopkinson pressure bar on sandstone specimens immersed for 30 days in acidic solutions with pH values of 2, 3, 4, 5, and 6. In addition, particle flow simulations implementing three-dimensional discrete elements are employed to analyze crack initiation and propagation characteristics under different acid conditions. The experimental results indicate that the dynamic compressive strength of sandstone increases with increasing pH value. Energy absorption, reflection, and fragmentation characteristics exhibit clear pH dependence, with stronger acid conditions leading to enhanced damage and comminution. Fragment size distributions of acid-etched sandstone exhibit distinct fractal characteristics, and the corresponding fractal dimension increases as pH decreases, indicating a higher degree of fragmentation and smaller average particle size. Numerical simulations further reveal pronounced differences in deformation and failure modes under varying acidity levels. Specimens exposed to pH 2 exhibit the most severe damage and the highest crack density, while both damage extent and crack number decrease progressively with increasing pH. These findings provide insight into the coupled effects of acidic erosion and dynamic loading on sandstone behavior and contribute to the assessment of rock stability in acidic underground environments.

Abstract Image

酸蚀砂岩动态力学行为的表征与建模
了解酸性环境下砂岩的能量耗散和损伤演化规律对深部岩体工程的安全稳定至关重要。本文通过室内试验和数值模拟,系统研究了酸侵蚀作用下砂岩的动态力学行为。采用分离式霍普金森压杆对砂岩试样在pH值为2、3、4、5、6的酸性溶液中浸泡30天进行动态冲击试验。此外,采用三维离散元的颗粒流模拟方法,分析了不同酸条件下裂纹的萌生和扩展特性。试验结果表明,随着pH值的增加,砂岩的动态抗压强度增大。能量吸收、反射和破碎特性表现出明显的pH依赖性,酸性条件越强,破坏和粉碎程度越高。酸蚀砂岩的破碎粒度分布表现出明显的分形特征,随着pH值的降低,相应的分形维数增大,表明破碎程度越高,平均粒度越小。数值模拟进一步揭示了在不同酸度水平下变形和破坏模式的显著差异。随着pH值的增加,损伤程度和裂纹数量均呈递减趋势。研究结果揭示了酸性侵蚀和动载对砂岩行为的耦合影响,为酸性地下环境下岩石稳定性评价提供了理论依据。
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来源期刊
Mechanics of Time-Dependent Materials
Mechanics of Time-Dependent Materials 工程技术-材料科学:表征与测试
CiteScore
4.90
自引率
8.00%
发文量
47
审稿时长
>12 weeks
期刊介绍: Mechanics of Time-Dependent Materials accepts contributions dealing with the time-dependent mechanical properties of solid polymers, metals, ceramics, concrete, wood, or their composites. It is recognized that certain materials can be in the melt state as function of temperature and/or pressure. Contributions concerned with fundamental issues relating to processing and melt-to-solid transition behaviour are welcome, as are contributions addressing time-dependent failure and fracture phenomena. Manuscripts addressing environmental issues will be considered if they relate to time-dependent mechanical properties. The journal promotes the transfer of knowledge between various disciplines that deal with the properties of time-dependent solid materials but approach these from different angles. Among these disciplines are: Mechanical Engineering, Aerospace Engineering, Chemical Engineering, Rheology, Materials Science, Polymer Physics, Design, and others.
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