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基于SSA-ENN神经网络的软岩隧道围岩变形预测模型

A Soft Rock Tunnel Risk Assessment Model Based on the SSA-ENN Neural Network

  • 摘要: 为研究软岩隧道围岩变形预测方法,本文通过构建麻雀搜索算法优化Elman(SSA-ENN)预测模型,以天桥山隧道为工程依托,选取软岩隧道围岩变形的拱顶沉降及水平收敛监测数据等参数作为训练和测试样本,将实测结果与SSA-ENN软岩隧道围岩变形预测模型的预测值进行对比,最后以DK110+605断面为例,对SSA-ENN模型进行工程应用。为了验证SSA-ENN模型的有效性,对Elman神经网络模型、SSA-ENN模型进行预测,对比结果表明,SSA-ENN模型预测精度最高,决定系数R2值为0.9965、RMSE值为7.52、MAE值为0.24,具有较高预测精度,满足指导施工的要求。

     

    Abstract: In order to study the prediction method of surrounding rock deformation of soft rock tunnel, this paper constructs the Elman (SSA-ENN) prediction model optimized by sparrow search algorithm, and takes tianqiaoshan tunnel as the engineering support, and selects the monitoring data of vault settlement and horizontal convergence of surrounding rock deformation of soft rock tunnel as the training and test samples. Then, the measured results are compared with the prediction value of SSA-ENN soft rock tunnel surrounding rock deformation prediction model. Finally, taking DK110+605 section as an example, the SSA-ENN model is applied in engineering. In order to verify the effectiveness of SSA-ENN model, Elman neural network model and SSA-ENN model are predicted. The comparison results show that SSA-ENN model has the highest prediction accuracy, with R2 value of 0.9965, RMSE value of 7.52 and MAE value of 0.24, which has high prediction accuracy and meets the requirements of guiding construction.

     

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