基于PCA-RVM的TBM掘进速度预测模型研究

    TBM penetration velocity prediction based on PCA-RVM model

    • 摘要: TBM隧道施工的核心是掘进作业,合理的掘进速度对提高施工效率、降低施工风险具有重要意义。TBM掘进速度受到多种因素影响,各因素之间存在着复杂的非线性关系,由此提出了一种基于PCA-RVM的TBM掘进速度预测模型。通过主成分分析法(PCA)将完整岩石的单轴抗压强度(UCS)、巴西试验劈裂抗拉强度(BTS)、软弱结构面的平均间距(DPW)、冲击试验压头的最大荷载与相应的位移的比值(PSI)和隧道轴线与软弱结构面之间的夹角(α)5个影响因素降维成3个独立主成分变量。采用相关向量机方法(RVM)建立主成分变量与掘进速度间的非线性映射关系,进而对仅已知影响因素的新样本进行精准预测。将该模型应用于工程实际,并与相关向量机和BP神经网络模型进行对比,发现该方法具有预测精度高、拟合程度好、离散性小、适用小样本等优点,为TBM掘进速度预测提供了一条新途径。

       

      Abstract: The core of TBM tunnel construction is penetration operation and the reasonable penetration velocity is of great significance to improve construction efficiency and reduce construction risk. TBM penetration velocity is affected by many factors, among which there are complex nonlinear relationships, so a penetration velocity prediction mode for TBM based on PCA-RVM was proposed in this paper. Principal component analysis(PCA) was used to reduce the five influencing factors(uniaxial compressive strength,Brazilian tensile strength,distance between plane of weakness,punch slope index,alpha angle between tunnel axis and the planes of weakness) into three independent principal component variables,and the relevance vector machine(RVM) was used to establish the nonlinear mapping relationship between three independent principal component variables and the penetration velocity of TBM. Then the penetration velocity for samples only with influencing factors can be accurately predicted. The model was applied in an actual project and compared with the results by relevance vector machine and BP neural network. It is shown that the PCA-RVM prediction model has advantages of high prediction accuracy,good fitting degree,small discreteness and well suiting for small samples.

       

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