正常载荷下岩石节理的分形接触和表面凝聚:压敏薄膜测量的启示

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2024-09-17 DOI:10.1016/j.ijrmms.2024.105908
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引用次数: 0

摘要

直接测量正常荷载下岩石节理的实际接触面积对于理解地下地质过程至关重要。然而,在现场或实验室范围内定量测量这一现象具有挑战性。在此,我们通过在高达 50 兆帕的法向应力下对人工砂岩和锯切砂岩节理进行闭合试验,研究了岩石节理中真实接触面积的演变机制。采用自适应阈值法,通过压敏薄膜对接触斑块的几何形状进行量化。通过整合多种类型压敏薄膜的结果,创新性地测量了接触斑块内广泛的接触应力。实验结果表明,实际接触面积随着法向应力的增加而呈双曲线增加。这种非线性接触演变行为可归因于相邻接触斑块的凝聚。复合表面的分形维度决定了接触斑块的几何形状和接触应力的分布。当补丁较小时,补丁面积与轴承载荷之间的关系遵循赫兹理论,而随着补丁尺寸的增大,这种关系逐渐变为线性。我们提出了一个指数截止的幂模型来预测接触斑块的尺寸分布。这项工作可为估计与斑块有关的地震成核长度和地下接头的滑移稳定性提供新的见解。
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Fractal contact and asperities coalescence of rock joints under normal loading: Insights from pressure-sensitive film measurement

Direct measurement of the real contact area of rock joints under normal loading is crucial for comprehending the subsurface geological processes. However, measuring this phenomenon quantitatively at site-scale or laboratory-scale is challenging. Here, we investigate the evolution mechanism of the real contact area in rock joints by conducting closure tests on artificial and saw-cut sandstone joints under normal stresses up to 50 MPa. Geometrical shapes of contact patches are quantified by the pressure-sensitive film using the adaptive threshold method. An extensive range of contact stress within contact patches is innovatively measured by integrating the results from multi-type pressure-sensitive films. Experimental results demonstrate that the real contact area increases with the increasing normal stress hyperbolically. Such a nonlinear contact evolution behavior can be attributed to the coalescence of adjacent contact patches. The fractal dimension of composite surface governs the geometrical shapes of contact patches and the distribution of contact stress. The relationship between patch areas and bearing loads follows the Hertzian theory when the patches are small, while it gradually becomes linear with the increasing patch size. A power model with exponential cut-off is proposed to predict the size distribution of contact patches. This work can provide new insights for estimating the patch-dependent seismic nucleation length and slip stability of subsurface joints.

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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
期刊最新文献
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