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Study of tunnel surrounding rock classification based on drifting degree and uncertainty measurement

机译:基于漂移度和不确定性测量的隧道围绕岩石分类研究

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Based on contrast analysis of tunnel surrounding rock classification method, five basic indicators were selected as evaluation factors. Evaluation matrix was constructed by uncertainty measurement theory. Weight was established by introducing drifting degree concept. The principle of maximum membership degree was choosed as evaluation criterion. Then a tunnel surrounding rock classification model was built. This comprehensive evaluation method made full use of its own parameters and evaluation standard to completely avoid the subjective influence of traditional weights determination and the sample set, making itself more objectivity and accuracy, having a strong operability. The practical engineering showed that this model applied to tunnel surrounding rock classification was feasible and had certain superiority, providing a new way for tunnel surrounding rock classification.
机译:基于隧道周围岩石分类方法的对比分析,选择了五种基本指标作为评估因子。通过不确定性测量理论构建评估矩阵。通过引入漂移度概念来建立重量。最大隶属度的原则被选择为评估标准。然后建造了围绕岩石分类模型的隧道。这种综合评估方法充分利用了自己的参数和评估标准,完全避免了传统重量测定的主观影响和样品集,使其自身的客观性和准确性,具有强大的可操作性。实用工程表明,该模型适用于隧道周围的岩石分类是可行的,具有一定的优势,为隧道周围岩石分类提供了一种新的方式。

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