Impact of multiscale surface roughness on shear behavior of rock fractures

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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Abstract

This study investigates the impact of multiscale surface roughness on shear behaviors of crystalline rock fractures. Employing wavelet decomposition, we analyze the multiscale features of 3D fracture surface roughness and characterize each roughness level using statistical parameters. Using a validated shear simulation model, we simulate the direct shear processes of mated fractures with a realistic fracture surface digitalized from the scanning of a granite sample under various normal stresses and decomposed surface roughness levels. The shear behaviors, including the peak and residual shear strengths, shear-induced normal displacement (shear dilation) and surface degradation of the decomposed fractures are analyzed. The results reveal a significant correlation between shear strengths and the multiple levels of surface roughness. For the first time, we demonstrate the crucial role of 3D multiscale surface roughness in determining fracture shear strengths and find that the surface unevenness notably affects the peak shear strength of unfilled and mated fractures, while the surface waviness controls the residual shear strength. The unevenness also can enhance the fracture dilation and surface degradation within a relatively short shear distance (∼1 mm). The findings offer valuable insights for a better understanding and estimation of the shear behaviors of unfilled and mated crystalline rock fractures in engineering practice.

多尺度表面粗糙度对岩石裂缝剪切行为的影响
本研究探讨了多尺度表面粗糙度对晶体岩石断裂剪切行为的影响。通过小波分解,我们分析了三维断裂表面粗糙度的多尺度特征,并利用统计参数描述了每个粗糙度等级的特征。利用经过验证的剪切模拟模型,我们模拟了在各种法向应力和分解的表面粗糙度水平下,通过扫描花岗岩样品数字化的真实断裂表面,配对断裂的直接剪切过程。我们分析了剪切行为,包括峰值和残余剪切强度、剪切引起的法向位移(剪切扩张)以及分解断裂的表面退化。结果表明,剪切强度与多级表面粗糙度之间存在明显的相关性。我们首次证明了三维多尺度表面粗糙度在决定断裂剪切强度中的关键作用,并发现表面不平整度会显著影响未填充和接合断裂的峰值剪切强度,而表面波浪度则控制着残余剪切强度。在相对较短的剪切距离内(∼1 毫米),凹凸不平还能增强断口扩张和表面退化。这些发现为在工程实践中更好地理解和估计未填充和接合结晶岩石裂缝的剪切行为提供了宝贵的见解。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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