基于小波分解与TCN-BP的地铁基坑沉降预测模型OA
Settlement prediction model for subway foundation pits based on wavelet decomposition and TCN-BP
针对地铁基坑沉降过程非线性、动态性强且难以精确预测的难题,本文提出基于小波分解与时域卷积网络(TCN)-反向传播(BP)的沉降预测模型.首先,利用小波分解将垂直位移数据分离为低频与高频分量;其次,分别采用TCN和BP神经网络进行预测;最后,融合结果得到综合沉降预测值.经某地铁基坑工程实测数据验证,该模型的平均绝对误差为0.44 mm,显著低于小波优化BP神经网络的0.60 mm和自回归滑动平均(ARIMA)模型的1.36 mm.结果表明,本文模型能有效刻画基坑沉降的复杂动态特征,预测精度高,可靠性强,为基坑安全监控提供了更有效的技术手段.
To address the challenges of strong nonlinearity,high dynamics,and difficult accurate prediction in the subway foundation pit settlement process,this paper proposed a settlement prediction model based on wavelet decomposition and tem-poral convolutional network(TCN)-back propagation(BP).First,wavelet decomposition was used to separate the vertical displacement data into low-frequency and high-frequency components.Second,TCN and BP neural networks were used separately for prediction.Finally,the results were fused to obtain the comprehensive settlement prediction values.Verified by the measured data from a subway foundation pit project,the model achieved an average absolute error of 0.44 mm,which was significantly lower than the 0.60 mm of the wavelet-optimized BP neural network and the 1.36 mm of the autoregressive integrated moving average(ARIMA)model.The results indicate that the proposed model can effectively characterize the complex dynamic features of foundation pit settlement,with high prediction accuracy and strong reliability,and it provides a more effective technical means for foundation pit safety monitoring.
谢福利
广东佛山地质工程勘察院,广东 佛山 528000
天文与地球科学
地铁基坑沉降预测小波变换时域卷积神经网络BP神经网络
subway foundation pitsettlement predictionwavelet transformtemporal convolutional neural networkBP neural network
《北京测绘》 2026 (6)
859-866,8
广东省重点领域研发计划(2020B0101130009)
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