基于GCN-Informer模型的基坑围护墙顶竖向位移预测

PREDICTION OF VERTICAL DISPLACEMENT OF TOP OF RETAINING WALL OF FOUNDATION PIT BASED ON GCN-INFORMER MODEL

  • 摘要: 为提高基坑变形预测的准确性,提出基于围卷积神经网络(Graph Convolutional Network,GCN)和Informer算法的GCN-Informer预测模型。根据各监测点位置构建带权邻接矩阵,利用GCN对每个时间序列数据提取空间特征,通过Informer学习时间特征,融合时空信息后输入全连接层得到预测结果,将该模型应用于上海某车站施工基坑围护墙顶竖向位移的变形预测。结果表明,相比于时间序列预测模型Informer、Transformer,GRU和LSTM,考虑了空间关联性的GCN-Informer模型,平均绝对误差(Mean Absolute Error,MAE)分别降低16.94%、35.53%、50.42%和48.93%,平均绝对百分比误差(Mean Absolute Percentage Error,MAPE)分别降低15.84%、32.37%、48.52%和47.09%,均方根误差(Root Mean Square Error,RMSE)分别降低14.53%、37.57%、46.31%和46.89%,预测准确性较高,该GCN-Informer模型可为同类基坑围护墙顶竖向位移的变形预测提供参考。

     

    Abstract: In order to improve the accuracy of foundation pit deformation prediction, a GCN- Informer prediction model based on graph convolutional network (GCN) and Informer algorithm is proposed. The weighted adjacency matrix was constructed according to the location of each monitoring point, and GCN was used to extract spatial features from each time series data. Informer was used to learn the time features, integrate the spatial- temporal information, and input the fully connected layer to obtain the prediction results. The model was applied to the vertical displacement prediction of the top of the retaining wall of the construction foundation pit of a station in Shanghai. The results show that compared with the time series prediction models Informer, Transformer, GRU and LSTM, the Mean Absolute Error (MAE) is decreased by 16.94%, 35.53%, 50.42% and 48.93%, and Mean Absolute Percentage Error (MAPE) is decreased by 15.84%, 32.37%, 48.52% and 47.09%, respectively. The Root Mean Square Error (RMSE) is reduced by 14.53%, 37.57%, 46.31% and 46.89% respectively, indicating a high prediction accuracy. The GCN- Informer model can provide a reference for the deformation prediction of the vertical displacement of the top of the retaining wall of similar foundation pits.

     

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