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

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-02-27 DOI:10.1016/j.tust.2025.106496
Jian Zhang , Jinjian Hu , Chaoyang Zong , Tugen Feng , Tao Xu
{"title":"A tunneling speed enhancement method for super-large-diameter shield machines considering strata heterogeneity","authors":"Jian Zhang ,&nbsp;Jinjian Hu ,&nbsp;Chaoyang Zong ,&nbsp;Tugen Feng ,&nbsp;Tao Xu","doi":"10.1016/j.tust.2025.106496","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":49414,"journal":{"name":"Tunnelling and Underground Space Technology","volume":"159 ","pages":"Article 106496"},"PeriodicalIF":6.7000,"publicationDate":"2025-02-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tunnelling and Underground Space Technology","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0886779825001348","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

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.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
求助全文
约1分钟内获得全文 去求助
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.
期刊最新文献
Influence of subway train load on seismic response of twin stacked tunnels using three-directional shaking table test in sand Analytical solutions for safety performance of bell-spigot jointed ductile iron pipelines under various normal fault-pipe crossing positions Study on rockburst control of deep-buried tunnel by combining advanced stress release borehole and hydraulic fracturing Experimental analysis of the failure modes and precursors of surrounding rocks in 3D-printed tunnels with rough fractures: Insights into the influence of excavation shapes Study on different influence factors of in-situ stress unloading by dynamic excavation in circular tunnel
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1