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dc.contributor.authorShaofeng Liu
dc.contributor.authorPinghua Zhu
dc.contributor.authorXiang Li
dc.date.accessioned2022-01-30T19:19:45Z
dc.date.available2022-01-30T19:19:45Z
dc.date.issued2020
dc.identifier.other%28ASCE%29CF.1943-5509.0001439.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265078
dc.description.abstractTunnel fires often cause huge damage to the lining structure. In order to avoid cracking and spalling of the lining in the case of large-scale tunnel fires and thus ensure the safety of the tunnel, a new tunnel-fire-resistance approach was proposed based on the SiO2 aerogel material. Numerical simulation models of a tunnel were established and the internal temperature distribution of the lining was studied to verify the feasibility of this new approach. The thermal insulation effect between the SiO2-aerogel-coated lining and the conventional lining under simulating fire was comparatively analyzed. After 1 h of simulating fire, the temperature of the 50-mm-thick concrete on the surface layer of the conventional lining exceeded 600°C. This temperature was enough to cause serious cracking, spalling, and even bursting of the tunnel lining. For the SiO2-aerogel-coated lining, the internal temperature of the lining was kept below 200°C, and most of the area was even below 100°C. The results indicated that the fire-resistance performance of the tunnel lining can be significantly enhanced by using the SiO2 aerogel coating. In the future, it will have excellent application potential in the field of tunnel-fire protection.
dc.publisherASCE
dc.titleDesign Approach for Improving Fire-Resistance Performance of Tunnel Lining Based on SiO2 Aerogel Coating
dc.typeJournal Paper
dc.journal.volume34
dc.journal.issue3
dc.journal.titleJournal of Performance of Constructed Facilities
dc.identifier.doi10.1061/(ASCE)CF.1943-5509.0001439
dc.page04020031
dc.treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 003
dc.contenttypeFulltext


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