基于PAXLSTM的TBM掘进速度预测方法研究

Research on a Prediction Method for TBM Tunnelling Speed Based on PAXLSTM

  • 摘要: 针对TBM掘进速度预测中强周期序列存在的相位错配与长记忆稳定性不足问题,提出一种周期性自相关路由xLSTM(PAXLSTM)预测模型。该模型在输入端利用Time2Vec引入可学习主周期,建立统一的“相位坐标系”,将周期峰谷的相位信息显式编码;随后通过自相关延迟选择器(AC-Selector)逐时刻筛选与当前相位最一致的Top-K关键滞后,构造相位对齐的历史上下文以降低峰谷错位风险;在xLSTM内部引入相位门控sLSTM与路由写入mLSTM,以增强跨周期长期依赖的稳定存储与调用。基于新疆某输水隧洞TBM掘进数据验证,结果表明:PAXLSTM在测试集上的决定系数R2达0.917 1,RMSE为1.280 1,MAE为0.857 4,预测性能优于DNN、LSTM及Transformer等对比模型;消融实验进一步证实,mLSTM与sLSTM对长期依赖建模具有关键作用。

     

    Abstract: To improve the prediction accuracy of TBM excavation speed and address phase mismatch and insufficient long-term memory stability in strongly periodic sequences, this study proposes a Periodic Auto-correlation Routed xLSTM (PAXLSTM) model. The model introduces a learnable primary period via Time2Vec to explicitly encode phase information, and employs an autocorrelation delay selector (AC-Selector) to identify key phase-consistent lags, enabling phase-aligned historical context construction. In addition, phase-gated sLSTM and routing-written mLSTM modules are integrated into the xLSTM architecture to enhance stable modeling of long-term dependencies across cycles. Validation using TBM tunnelling data from a water conveyance tunnel in Xinjiang shows that PAXLSTM achieves an R2 of 0.9171 on the test set, with RMSE of 1.2801 and MAE of 0.8574, outperforming DNN, LSTM, and Transformer models. Ablation results further confirm the critical role of sLSTM and mLSTM in long-term dependency modeling. The proposed model provides support for intelligent prediction and parameter decision-making in TBM tunnelling.

     

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