研究不同应力状态下岩石破坏面的力学性能和微观三维形态

IF 3.9 2区 工程技术 Q3 ENERGY & FUELS
Genshui Wu, Weijian Yu, Bao Pan, Yuqing Liu, Chuangfeng Fang, Xun Liu
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引用次数: 0

摘要

岩石破坏面的宏观和微观形态在决定岩石力学和渗流特性方面起着至关重要的作用。无荷载深层岩石破坏面的形态表现出显著的多变性和复杂性。表面粗糙度与剪切强度和裂缝渗流行为密切相关。了解这些形态参数对于理解岩体的力学行为和渗流特性至关重要。本研究采用三维光学扫描技术分析了不同应力条件下石灰岩和砂岩破坏表面的微观形态特性。然后确定了不同岩石破坏面的线和表面粗糙度特征。我们的研究结果揭示了影响奥陶纪石灰岩崩塌面破坏特征的临界约束压力值(12 兆帕)。随着约束压力的增加,孔隙深度和连接孔隙的裂缝也会增加。超过临界约束压力后,破坏面的中观粗糙度减小,间隔分布的孔隙粗糙度范围减小。此外,我们还利用巴顿联合粗糙度系数(JRC)指数和岩石分形理论对不同应力状态下岩石的导水特性进行了详细研究。根据中观孔隙和裂缝的起伏形式,我们将岩石破坏面的粗糙度特征分为三类:直线型、波浪型和锯齿型。我们还观察到石灰岩和砂岩受到明显的约束压力影响,超过临界约束压力会导致这两种岩石的导水率增加,尽管机制不同。砂岩的裂隙纵横交错,而石灰岩则呈现剪切磨蚀孔。超过临界约束压力后,岩石破坏面变得更加光滑,导致水流阻挡能力下降。奥陶纪石灰岩的分形维度在临界约束压力下显著增加,导致中观裂缝延伸路径更加复杂。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Investigate on the mechanical properties and microscopic three-dimensional morphology of rock failure surfaces under different stress states

Investigate on the mechanical properties and microscopic three-dimensional morphology of rock failure surfaces under different stress states

The macro and micro morphology of rock failure surfaces play crucial roles in determining the rock mechanical and seepage properties. The morphology of unloaded deep rock failure surfaces exhibits significant variability and complexity. Surface roughness is closely linked to both shear strength and crack seepage behavior. Understanding these morphology parameters is vital for comprehending the mechanical behavior and seepage characteristics of rock masses. In this study, three-dimensional optical scanning technology was employed to analyze the micromorphological properties of limestone and sandstone failure surfaces under varying stress conditions. Line and surface roughness characteristics of different rock failure surfaces were then determined. Our findings reveal a critical confining pressure value (12 MPa) that influences the damage features of Ordovician limestone failure surfaces. With increasing confining pressure, pore depth and crack formation connecting the pores also increase. Beyond the critical confining pressure, the mesoscopic roughness of the failure surface decreases, and the range of interval-distributed pore roughness diminishes. Additionally, we conducted a detailed investigation into the water conductivity properties of rocks under different stress states using Barton's joint roughness coefficient (JRC) index and rock fractal theory. The roughness features of rock failure surfaces were classified into three categories based on mesoscopic pore and crack undulation forms: straight, wavy, and jagged. We also observed significant confining pressure effects on limestone and sandstone, which exceeding the critical confining pressure led to increased water conductivity in both rocks, albeit through different mechanisms. While sandstone exhibits fissures running across it, limestone shows shear abrasion holes. Beyond the critical confining pressure, the rock failure surface becomes smoother, leading to decreased water flow blocking capacity. The fractal dimension of Ordovician limestone increases significantly under critical confining pressure, leading to a more complex mesoscopic crack extension route.

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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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