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Research of Three-Exponential Smoothing Method in Tunnel Displacement Prediction

机译:隧道排量预测三指数平滑方法研究

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Prediction of tunnel surrounding rock displacement is a hot topic. To accurately predict the displacement of tunnel surrounding, a new method named three-exponential smoothing method is proposed. Then, based on the measured displacement of a tunnel monitoring sections in Northwest area of Yuanyang tunnel located in Shanxi Province, with the proposed method, regression analysis and grey model as GM (1, 1) are all used to predict the displacement, the predicted results show that both the average error and variance based on three-exponential smoothing method are minimal. Therefore, the method is suitable for predicting the deformation of tunnel surrounding rock and can be applied to practical engineering.
机译:隧道围绕岩石位移的预测是一个热门话题。为了准确预测隧道周围的位移,提出了一种名为三指数平滑方法的新方法。然后,基于位于山西省延阳隧道西北地区的隧道监测部分的测量位移,随着GM(1,1)的建议方法,回归分析和灰色模型都是用来预测所预测的位移结果表明,基于三指数平滑方法的平均误差和方差都是最小的。因此,该方法适用于预测隧道周围岩石的变形,并且可以应用于实际工程。

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