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Mechanical Behavior of Rock Joints under Stress at Various Scales

机译:岩石在不同尺度下的节理力学行为

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The study of rock joint behavior is an important research topic in various fields. A mechanical simulation model has been developed in order to simulate normal and shear tests on rock joints. The model is applied to the study of scale effects with respect to normal and shear stiffness and contact area. Scale effects are first analyzed in terms of the level of discretization of the joint surfaces. Because an increase of the step size in the discretization results in a smoothing of the surfaces, it leads to a decrease in the calculated tangential stiffness. Secondly, the scale effect is studied by performing simulations with joints of various sizes. Normal and shear stiffnesses and contact area decrease when the joint size increases. By linking mechanical results with morphological observations, we can conclude that the scale effect for rock joint behavior is not a mechanical effect, but a morphological scale effect. Furthermore, mechanical results are directly linked to the variograms of joint surface elevations.
机译:岩石节理行为的研究是各个领域的重要研究课题。为了模拟岩石节理的正常和剪切试验,已经开发了机械模拟模型。该模型用于研究法向和剪切刚度以及接触面积的尺度效应。首先根据关节表面的离散化程度分析尺度效应。由于离散化中步长的增加会导致表面平滑,因此会导致计算出的切向刚度降低。其次,通过对各种尺寸的接头进行仿真来研究尺度效应。当接头尺寸增加时,法向刚度和剪切刚度以及接触面积都会减小。通过将力学结果与形态学观察联系起来,我们可以得出结论,岩石节理行为的尺度效应不是力学效应,而是形态尺度效应。此外,机械结果直接与关节表面高程的方差图相关。

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