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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (S1): 52-66.DOI: 10.3973/j.issn.2096-4498.2026.S1.004

• 研究与探索 • 上一篇    下一篇

盾构掘进参数与环境扰动控制的具身智能框架研究与应用

黄宏伟1, 尹振宇2, 常佳奇2 , *   

  1. (1. 同济大学地下建筑与工程系, 上海 200092; 2. 香港理工大学土木与环境工程系, 香港 999077)
  • 出版日期:2026-06-30 发布日期:2026-06-30
  • 作者简介:黄宏伟(1966—),男,上海人,1993年毕业于同济大学,土木工程专业,博士,教授,主要从事岩土及地下工程安全风险管控、地下基础设施健康监测和检测、大数据学习与人工智能等方面的教学和科研工作。E-mail: huanghw@tongji.edu.cn。*通信作者: 常佳奇, E-mail: jiaqi.chang@polyu.edu.hk。

Research and Application of Embodied Intelligence Framework in Controlling Shield Tunneling Parameters and Environmental Disturbances

HUANG Hongwei1, YIN Zhenyu2, CHANG Jiaqi2, *   

  1. (1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China)
  • Online:2026-06-30 Published:2026-06-30

摘要: 针对城市复杂环境下盾构隧道施工中“土-环-机-构”相互作用机理不明确等难题,基于具身智能理念,提出一种包含感知层、学习层、决策层与控制层的准在线闭环控制架构。在感知层,利用无线传感网络实时采集多源异构数据,结合K-means无监督聚类算法,在缺乏先验标签的情况下实现对地层特征与结构响应模式的自主识别;在学习层,构建基于“数物双驱动”的物理启发世界模型,采用物理信息融合机器学习(physics-informed machine learning,PIML)方法,将三维精细化数值模拟代理模型作为物理约束嵌入神经网络训练过程,融合现场实测数据,得到高精度、快响应、强泛化且具备前向推演能力的盾构法施工过程世界模型;在决策层,基于世界模型的预演反馈改进无模型自适应控制中的伪梯度估计方法,根据环境状态动态优化盾构掘进参数。工程应用结果表明:该控制框架在新建三线隧道下穿既有三线隧道施工过程中表现出良好的适应性,能够连续准确地识别地层变化与既有结构变形特征,并且通过隐式表征深度挖掘了盾构掘进参数与管片结构附加应力之间的高维映射关系,基于物理信息融合模型改进的自适应控制方法突破了传统离线预测范式,实现了对盾构姿态及既有结构响应的精准动态闭环控制。

关键词: 盾构, 具身智能, 无线传感网络, 物理信息机器学习, 自适应控制

Abstract: To address the challenge of unclear “ground-environment-machine-structure” interaction mechanisms in shield tunneling under complex urban environments, this study, inspired by the concept of embodied intelligence, proposes a quasi-online closed-loop control architecture comprising perception, learning, decision-making, and execution layers. In the perception layer, a wireless sensor network is utilized to collect multi-source heterogeneous data in real time, which is combined with the K-means unsupervised clustering algorithm to achieve the autonomous identification of stratum characteristics and structural response patterns in the absence of prior labels. In the learning layer, a physics-inspired world model based on a “data-physics dual-driven” approach is constructed. By adopting the physics-informed machine learning method, a three-dimensional refined numerical simulation surrogate model is embedded into the neural network training process as physical constraints. Fused with insitu measured data, a world model for the shield tunneling process is obtained, characterized by high accuracy, fast response, strong generalization, and forward deduction capability. In the decision-making layer, the pseudo-gradient estimation method in model-free adaptive control is improved based on the forward-simulation feedback of the world model, dynamically optimizing the shield tunneling parameters according to environmental states. Engineering application results demonstrate that this framework exhibits excellent adaptability during the actual construction of new three-line tunnels undercrossing existing three-line tunnels. The system can continuously and accurately identify stratum variations and deformation characteristics of existing structures. Furthermore, through implicit representation, it deeply mines the high-dimensional mapping relationship between the shield machine’s construction parameters and the additional stress of the segmental structure. The adaptive control method, improved by the physics-informed model, breaks through the traditional offline prediction paradigm, achieving precise dynamic closedloop control over the shield machine’s posture and the responses of existing structures.

Key words: shield tunneling, embodied intelligence, wireless sensor network, physicsinformed machine learning, self-adaptive control