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On Joint Roughness: Measurements and Use in Rock Mass Characterization

机译:关于关节粗糙度:岩体表征中的测量和用途

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摘要

The paper focuses on the methods commonly used for measuring and quantifying the joint roughness in the current rock mass characterization practice. Among the different parameters traditionally employed to express roughness, major relevance seems to be gained by the "Joint Roughness factor" (jR) applied in the Palmstrom's rock mass characterization index system, having this factor also been integrated in some quantitative methods recently proposed for estimating the geological strength index of a rock mass. Therefore, a new quantitative approach for a more objective estimation of this factor has been fine-tuned and is presented in the paper. The new method has been specifically designed to assist engineering geologists in gaining consistent values of jR on the base of conventional routine field measurements. It can suitably integrate and support the traditional semi-qualitative Palmstrom's classification of joint roughness, mostly related to more subjective descriptions, to estimate the most representative values of jR to be considered for rock mass characterization. In its original definition, the factor jR is evaluated for two-dimensional joint profiles by the product of a small-scale roughness factor (the joint smoothness or unevenness factor, j_s) with a large-scale roughness factor (the joint waviness factor,j_w). In order to reduce the subjectivity on the estimate of these partial factors, a simple analytic equation relating them with some parameters traditionally used to quantify 2D joint roughness is here proposed, providing a continuous gradation among the different ratings of the jR scale and also facilitating the implementation of the factor in probabilistic approaches for managing its inherent uncertainty and variability. The presented method applies best for characterizing hard rock masses well-exposed after blasting (e.g., in dam foundation or quarry slopes) or favourably outcropping on natural rocky slopes, where joint surfaces can generally be easily attained and analysed.
机译:本文重点介绍了当前岩体表征实践中通常用于测量和量化节理粗糙度的方法。在传统上用来表示粗糙度的不同参数中,似乎通过在Palmstrom岩体特征指标系统中应用的“联合粗糙度因子”(jR)获得了很大的相关性,并且将该因子也集成到了最近提出的一些估计方法中岩体的地质强度指标。因此,已经对微调这一新的定量方法进行了更为客观的估计,并在本文中进行了介绍。该新方法经过专门设计,可帮助工程地质学家在常规例行现场测量的基础上获得一致的jR值。它可以适当地整合和支持传统的半定性Palmstrom的节理粗糙度分类(主要与更主观的描述有关),以估计岩质表征所要考虑的最具代表性的jR值。在其原始定义中,通过将小规模粗糙度因子(接缝平滑度或不平整度因子j_s)与大尺度粗糙度因子(接缝波纹度因子j_w)乘积来评估二维关节轮廓的因子jR )。为了减少对这些局部因子的估计的主观性,在此提出了一个简单的解析方程,将它们与传统上用于量化2D接头粗糙度的一些参数相关联,从而在jR标度的不同等级之间提供了连续的等级,并且还简化了在管理其固有不确定性和可变性的概率方法中实施因素。提出的方法最适合表征爆破后暴露良好的硬质岩体(例如,在坝基或采石场的斜坡中)或自然岩石斜坡上的露头现象,在该处通常可以轻松获得和分析接合面。

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