A tunneling speed enhancement method for super-large-diameter shield machines considering strata heterogeneity

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-05-01 Epub Date: 2025-02-27 DOI:10.1016/j.tust.2025.106496
Jian Zhang , Jinjian Hu , Chaoyang Zong , Tugen Feng , Tao Xu
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Abstract

The geological environments faced by super-large-diameter shields are more complex than those encountered by regular-diameter shields. Incorrectly set excavation parameters can lead to increased construction costs and even serious engineering accidents. To ensure safe and efficient excavation processes for shield machines in complex strata, in this paper, which is based on the super-large-diameter shield project of the Jiangyin–Jingjiang Yangtze River Tunnel, a method for proportionally restoring the heterogeneous characteristics of composite strata, which is named the “tunnel face color image” method, is proposed for the first time. Utilizing machine learning and the grey wolf optimizer, models for predicting the tunneling speed and constrained items of the shield machine are established. On this basis, an improved grey wolf optimizer is further developed to construct an adaptive decision-making system for setting the main control parameters of the shield with the objective of maximizing the tunneling speed while satisfying the constraints imposed on the cutterhead torque and attitude deviations. The results show that the tunnel face color image method can effectively extract geological information from each shield cycle and use it as an input for the prediction model, resulting in an average absolute error of 0.916 mm/min for the most important tunneling speed prediction result and a determination coefficient of 0.879, thus outperforming other geological parameter processing methods. The adaptive decision-making system for setting the main control parameters of the shield, which is based on the improved grey wolf optimizer, is capable of accurately solving for the optimal operating parameters for each shield cycle with an optimization time that is shorter than those of the particle swarm optimization algorithm, genetic algorithm, and artificial fish swarm algorithm. Moreover, according to the optimal operating parameters obtained, the average tunneling speed in each ring of the shield can be increased by 39.9 % while reducing the fluctuation range of the cutterhead torque and making the attitude deviations more convergent.
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考虑地层非均质性的超大直径盾构机提速方法
超大直径盾构所面临的地质环境比常规直径盾构所面临的地质环境更为复杂。开挖参数设置不正确会导致施工成本的增加,甚至严重的工程事故。为保证盾构机在复杂地层中的安全高效开挖,本文以江阴-荆江长江隧道超大直径盾构工程为背景,首次提出了一种按比例还原复合地层非均质特征的方法——“隧道面彩色图像”法。利用机器学习和灰狼优化器,建立了盾构机掘进速度和约束项的预测模型。在此基础上,进一步开发了改进的灰狼优化器,构建了以掘进速度最大化为目标,同时满足刀盘扭矩和姿态偏差约束的盾构主要控制参数自适应决策系统。结果表明:隧道面彩色图像方法能有效提取各盾构周期的地质信息,并将其作为预测模型的输入,最重要的隧道速度预测结果平均绝对误差为0.916 mm/min,确定系数为0.879,优于其他地质参数处理方法。基于改进灰狼优化器的盾构主控制参数自适应决策系统能够准确求解出盾构各周期的最优运行参数,优化时间短于粒子群优化算法、遗传算法和人工鱼群算法。根据优化后的运行参数,盾构各环的平均掘进速度提高了39.9%,刀盘扭矩波动幅度减小,姿态偏差更加收敛。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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