基于混合算法的泥水大盾构施工实时优化

    Real time optimization for large-diameter slurry shield construction based on hybrid algorithms

    • 摘要: 为了实现黏土、粉细砂、角砾土与强风化泥岩等四种复杂地质条件下大直径泥水盾构掘进性能的精准预测与实时优化控制,以武汉长江流域的武汉轨道交通12号线工程的过江施工区段为依托,提出了一种结合长短期记忆神经网络(LSTM)、Kolmogorov-Arnold network (KAN)与基于分解的多目标进化算法(MOEAD)的掘进性能实时优化控制方法。首先,将倾覆力矩、超欠挖量与推进速度作为优化目标,通过重要性分析与相关性分析确定关键施工参数并将其作为输入参数;然后,利用LSTM-KAN捕捉优化目标与关键施工参数的非线性映射关系,得出优化目标的适应度函数;利用SHapley Additive exPlanations(SHAP)提高了模型可解释性,并识别了四类复杂地质条件下的关键施工参数;最后,利用LSTM-KAN-MOEAD与逼近理想解排序法(TOPSIS) 实时优化控制掘进性能。结果表明:1)LSTM-KAN实现了四种复杂地质条件下掘进性能的精准预测,MAPE最高仅2.50%;2)通过SHAP识别出了关键施工参数为总推力、刀盘扭矩、刀盘转速与刀盘挤压力;3)LSTM-KAN-MOEAD实现了四类复杂地质条件下掘进性能的有效优化控制,平均整体提升幅度高达54.66%;4)基于优化控制结果,提出了四类地质条件下关键施工参数的控制范围。本文实现了大直径泥水盾构掘进性能实时优化控制,提供了值得参考的指导意见。

       

      Abstract: To realize accurate prediction and real-time optimization control of large-diameter slurry shield tunneling performance under four complex geological conditions, including clay, fine sand dry, gravelly soil and strongly weathered mudstone, a real-time optimization control method for tunneling performance combining long short-term memory (LSTM), Kolmogorov-Arnold network (KAN), and multi-objective evolutionary algorithm based on decomposition (MOEAD) is proposed, which is based on a certain line of Wuhan Yangtze River Basin railway transportation. Initially, the overturning moment, over-under excavation volume and advance speed are taken as the optimization objectives, and the key construction parameters are identified and are taken as the input parameters by importance analysis and correlation analysis. Subsequently, the nonlinear mapping relationship between the optimization objectives and the key construction parameters is captured via LSTM-KAN to derive the fitness function of the optimization objectives. The interpretability of the model is improved via SHapley Additive exPlanations (SHAP), and key construction parameters are identified under four complex geological conditions. Ultimately, tunneling performance is optimized and controlled in real time via LSTM-KAN-MOEAD and technique for order preference by similarity to an ideal solution (TOPSIS). The results show that: 1) LSTM-KAN realizes the accurate prediction of tunneling performance under four complex geological conditions, and the MAPE is only 2.50% at the highest. 2) The key construction parameters are identified via SHAP as the total thrust, cutter torque, cutter rotational speed, and cutter squeezing force, respectively. 3) LSTM-KAN-MOEAD realizes the effective optimization and control of tunneling performance under four complex geological conditions, and the average overall improvement is as high as 54.66%. (4) Based on the optimization control results, the control range of key construction parameters under four geological conditions are proposed. The real-time optimization control for large-diameter slurry shield tunneling performance is achieved , and valuable guidance is proposed in this paper.

       

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