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Evaluation of Rock Quality of Tunnel Wall Rock Based on Rough Set Theory and Unascertained Measurement Theory

机译:基于粗糙集理论的隧道壁岩岩石质量评价与杂体测量理论

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摘要

A method for classification of the tunnel wall rock is established based on the rough set theory and unascertained measurement theory. The saturated uniaxial compressive strength, rock mass integrity index, structural surface condition, seepage measurement of groundwater, and the angle between the hole axis and main structural surface are selected as the evaluation indexes. The problem of weight coefficients for these evaluation indexes is converted into that of significance estimating on the attributes in the rough set theory. The proposed method is verified by the wall rock data of Yuanyanghui tunnel. The results show that the proposed method has an excellent performance in good agreement with the practical situation of wall rock and is feasible to classify the wall rock. Finally, the proposed method is applied to Xihualing tunnel of Zhu-Yong Expressway. The results are basically the same as those from Delphi-ideal point method, set pair analysis method, and the actual situation, which proves that the rough set theory and unascertained measurement theory are effective for classification of the wall rock.
机译:基于粗糙集理论和不肥化的测量理论,建立了一种分类隧道壁岩的方法。选择饱和的单轴抗压强度,岩质量完整性指数,结构表面条件,地下水的渗流测量,以及孔轴和主结构表面之间的角度作为评估指标。这些评估索引的权重系数的问题被转换为粗糙集理论中属性的重要性估计的问题。所提出的方法是由Yuanyanghui隧道的壁岩数据验证。结果表明,该方法与壁岩的实际情况吻合良好,可行,可以分类墙岩岩石。最后,该方法应用于朱勇高速公路的Xihualing隧道。结果与来自Delphi-Iditial Point方法的结果基本相同,设定对分析方法和实际情况,证明了粗糙集理论和不肥化的测量理论对壁岩的分类有效。

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