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Investigating the reliability of H/V spectral ratio and image entropy for quantifying the degree of disintegration of weak rocks

机译:研究H / V谱比和图像熵的可靠性,以量化弱岩石的崩解程度

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Characterization and quantification of disintegration behavior of weak rocks, such as shales, claystones, mud stones, and siltstones, are usually a difficult task because of their extremely diverse nature. These rocks present numerous stability problems along cut slopes around the world because they can change rapidly from rocklike to soil-like materials upon exposure to natural climatic conditions. Engineers often overestimate the design parameters for cut slopes in these rocks when laboratory tests are performed on fresh samples. Adjusting the design parameters for the anticipated amount of disintegration can be problematic because of the complex and time-dependent nature of disintegration behavior. In this study, we investigate the reliability of using microtremor H/V spectral ratio, derived from microtremor signals, and image entropy, obtained from image analysis techniques, for quantifying the varying degrees of disintegration. During 2011-2014, both techniques were used to study disintegration of slopes cut through claystones, mudstones, and limestones along the 80-km stretch of a highway between Bogota and Tunja in central Colombia. For image analysis, a new algorithm was developed to discriminate between varying degrees of disintegration across the complete color structure of the image, avoiding the gray-scale transformation that is usually time consuming. The results indicate significant correlations between the degree of disintegration of the cut face, the dominant frequency estimated from the microtremor H/V ratio, and the image entropy values, suggesting that H/V ratio and image entropy can be reliable techniques for quantifying the degree of disintegration. (C) 2016 Elsevier B.V. All rights reserved.
机译:页岩,粘土岩,泥岩和粉砂岩等弱岩石的崩解行为的表征和量化通常是一项艰巨的任务,因为它们的性质极为多样。这些岩石在世界各地的斜坡上都存在许多稳定性问题,因为它们在暴露于自然气候条件下会迅速从岩石样变为土壤样。当对新鲜样品进行实验室测试时,工程师经常高估这些岩石的坡度设计参数。由于崩解行为的复杂性和与时间有关的性质,为预期的崩解量调整设计参数可能会有问题。在这项研究中,我们调查了使用微震信号的微震H / V谱比和从图像分析技术获得的图像熵来量化崩解程度的可靠性。在2011年至2014年期间,这两种技术均用于研究在哥伦比亚中部波哥大和通贾之间的一段80公里长的高速公路沿途穿过粘土岩,泥岩和石灰岩的斜坡的崩解。对于图像分析,开发了一种新算法来区分整个图像色彩结构中不同程度的崩解,从而避免了通常很费时的灰度转换。结果表明,切面的崩解程度,由微震H / V比估计的主导频率和图像熵值之间存在显着相关性,这表明H / V比和图像熵可以作为量化程度的可靠技术。瓦解。 (C)2016 Elsevier B.V.保留所有权利。

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