{"title":"Critical velocity and back-layering length of arched tunnels with large sectional aspect ratios under different fire-source–side-wall distances","authors":"Xiaochun Zhang , Baien Lyu , Junhao Wen , Yajun Huang , Zhenyi Zhang , Linjie Li","doi":"10.1016/j.tust.2025.106673","DOIUrl":null,"url":null,"abstract":"<div><div>With the continuous advancement of shield tunneling technology, the size of shield machines has also increased significantly. It is necessary to study the fire behavior in arched highway tunnels with large sectional aspect ratios under longitudinal ventilation. In a vehicle fire, the vehicle typically stops near the tunnel sidewall. This work used experiments and numerical simulations to investigate the influence of different fire source offset positions on the critical velocity in arched tunnels with large sectional aspect ratios. The results showed that: (1) In an arched tunnel, the critical velocity first decreases and then increases with increasing distance between the fire source center and the sidewall. (2) For car fires in arched tunnels, if the fire source is located in the center of the tunnel, the critical velocity is similar to that of the near-wall fire, and it does not always increase as the fire source approaches the sidewall. The predictive model for the critical velocity of arched tunnel offset fires with different sectional aspect ratios has been established. (3) In large section aspect ratio arched tunnels, the influence of different fire source distances from the sidewall on the back-layering length is more pronounced than in tunnels with small aspect ratios. In near-wall fires, the dimensionless control velocity still has a linear relationship with the dimensionless back-layering length in arched tunnels.</div></div>","PeriodicalId":49414,"journal":{"name":"Tunnelling and Underground Space Technology","volume":"163 ","pages":"Article 106673"},"PeriodicalIF":6.7000,"publicationDate":"2025-04-26","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/S0886779825003116","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
With the continuous advancement of shield tunneling technology, the size of shield machines has also increased significantly. It is necessary to study the fire behavior in arched highway tunnels with large sectional aspect ratios under longitudinal ventilation. In a vehicle fire, the vehicle typically stops near the tunnel sidewall. This work used experiments and numerical simulations to investigate the influence of different fire source offset positions on the critical velocity in arched tunnels with large sectional aspect ratios. The results showed that: (1) In an arched tunnel, the critical velocity first decreases and then increases with increasing distance between the fire source center and the sidewall. (2) For car fires in arched tunnels, if the fire source is located in the center of the tunnel, the critical velocity is similar to that of the near-wall fire, and it does not always increase as the fire source approaches the sidewall. The predictive model for the critical velocity of arched tunnel offset fires with different sectional aspect ratios has been established. (3) In large section aspect ratio arched tunnels, the influence of different fire source distances from the sidewall on the back-layering length is more pronounced than in tunnels with small aspect ratios. In near-wall fires, the dimensionless control velocity still has a linear relationship with the dimensionless back-layering length in arched tunnels.
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.