Fracture mechanical properties of shale and macro-meso-micro multi-scale fracture surface characteristics

IF 5.6 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Zhuo Dong , Xiaoyan Zhai , Yingxian Lang , Bin Gong , Ruifu Yuan , Zhuli Ren
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Abstract

The presence of bedding planes imparts pronounced anisotropy to the mechanical behavior of shale, fundamentally influencing its response to external stress. This anisotropic behavior is critical in determining the fracturing characteristics and overall mechanical performance of shale in engineering applications, particularly in resource extraction and stability evaluations. In this study, fracture tests were conducted on shale specimens with varying bedding angles (0°, 30°, 60°, and 90°) using the notched semi-circular bend (NSCB) method. The influence of the bedding angle on fracture toughness and failure pattern was systematically investigated. Additionally, multi-scale fracture surface morphology characteristics were analyzed through 3D optical scanning, ultra-depth field microscopy, and scanning electron microscope (SEM), enabling a comprehensive evaluation of the structural effects of bedding angles. The results indicate that fracture toughness decreases with increasing bedding angle, crack propagation becomes more stable, and the dispersion of fracture toughness diminishes. The failure pattern observed can be categorized as follows: tensile failure across the bedding plane (0°), shear failure along the bedding plane with mixed failure across the bedding plane (30°), shear failure along the bedding plane or tensile failure across the bedding plane (60°), and tensile failure along the bedding plane with mixed failure across the bedding plane (90°). These distinct failure patterns underscore the critical influence of bedding angle on fracture mechanisms. Moreover, the multi-scale failure characteristics exhibit significant correlation and consistency. The fractal dimension and joint roughness coefficient (JRC) initially increase and decrease with increasing bedding angle. Based on parameters such as asperity height, slope angle, and aspect direction, quantitative morphology characterization confirms that 30° specimens exhibit the highest surface complexity. A strong correlation is observed between the fractal dimension and the standard deviation of morphology descriptors, indicating robust geometric consistency across scales. These findings provide compelling evidence for the intrinsic link between macroscopic mechanical response and microscopic fracture surface morphology, offering critical insights into the multi-scale evolution of shale failure mechanisms and furnishing a theoretical foundation for designing and optimizing fracturing strategies in anisotropic shale formations.
页岩断裂力学特性及宏细观多尺度裂缝面特征
层理平面的存在使页岩的力学行为具有明显的各向异性,从根本上影响其对外部应力的响应。在工程应用中,特别是在资源开采和稳定性评估中,这种各向异性行为对于确定页岩的压裂特征和整体力学性能至关重要。在本研究中,采用缺口半圆弯曲(NSCB)方法对不同层理角度(0°、30°、60°和90°)的页岩试样进行了压裂试验。系统研究了层理角度对断裂韧性和破坏形态的影响。此外,通过三维光学扫描、超深场显微镜和扫描电镜(SEM)分析了多尺度裂缝表面形貌特征,全面评价了层理角的构造效应。结果表明:随着层理角的增大,断裂韧性降低,裂纹扩展更加稳定,断裂韧性的分散性减弱;观察到的破坏模式可分为:沿顺层面拉伸破坏(0°)、沿顺层面剪切破坏并沿顺层面混合破坏(30°)、沿顺层面剪切破坏或沿顺层面拉伸破坏(60°)、沿顺层面拉伸破坏并沿顺层面混合破坏(90°)。这些不同的破坏模式凸显了层理角度对断裂机制的重要影响。多尺度破坏特征具有显著的相关性和一致性。随着层理角度的增大,分形维数和节理粗糙系数呈先增大后减小的趋势。基于粗糙度高度、坡角和坡向方向等参数,定量形貌表征证实,30°试样表现出最高的表面复杂性。在分形维数和形态学描述符的标准偏差之间观察到很强的相关性,表明跨尺度的鲁棒几何一致性。这些发现为宏观力学响应与微观裂缝表面形态之间的内在联系提供了强有力的证据,为页岩破坏机制的多尺度演化提供了重要见解,并为各向异性页岩地层压裂策略的设计和优化提供了理论基础。
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来源期刊
Theoretical and Applied Fracture Mechanics
Theoretical and Applied Fracture Mechanics 工程技术-工程:机械
CiteScore
8.40
自引率
18.90%
发文量
435
审稿时长
37 days
期刊介绍: Theoretical and Applied Fracture Mechanics'' aims & scopes have been re-designed to cover both the theoretical, applied, and numerical aspects associated with those cracking related phenomena taking place, at a micro-, meso-, and macroscopic level, in materials/components/structures of any kind. The journal aims to cover the cracking/mechanical behaviour of materials/components/structures in those situations involving both time-independent and time-dependent system of external forces/moments (such as, for instance, quasi-static, impulsive, impact, blasting, creep, contact, and fatigue loading). Since, under the above circumstances, the mechanical behaviour of cracked materials/components/structures is also affected by the environmental conditions, the journal would consider also those theoretical/experimental research works investigating the effect of external variables such as, for instance, the effect of corrosive environments as well as of high/low-temperature.
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