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Density Dependence of Tunnel Fire Resistance for Aerogel-Cement Mortar Coatings 被引量:2

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摘要 Five kinds of mortars with density grades of 500,600,700,800,and 900 kg/m^(3)were prepared.Their thermal conductivity and compressive strength were measured,and the morphological changes before and after simulated tunnel fire were observed.To investigate the fire resistance,the interfacial temperature of a 30 mm thick aerogel-cement mortar and self-compacting concrete(SCC)in a simulated tunnel fire with the maximum temperature of 1100℃for 2.5 h was tested and recorded.The results showed that as the density decreased,both compressive strength and thermal conductivity of the aerogel-cement mortar exhibited an exponential decrease.The effective fire resistance time of the mortar with 500,600,700,800,and 900 kg/m^(3)for protecting SCC from tunnel fire were 97 min,114 min,144 min,>150 min,136 min,respectively.700-800 kg/m^(3)was the optimum density for engineering application of tunnel concrete fireproof coating.
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2020年第3期598-604,共7页 武汉理工大学学报(材料科学英文版)
基金 Funded by National Natural Science Foundation of China(No.51678081) the Natural Science Research of the Jiangsu Higher Education Institution of China(No.18KJB560001)。
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  • 1Leitner A.The Fire Catastrophe in the Tauern Tunnel: Experience and Conclusions for the Austrian Guidelines[].Tunnelling and Underground Space Technology.2001
  • 2Hamoush S A,,Abdel-Fattah H,McGinley M W.Residual Fracture Toughness of Concrete Exposed to Elevated Temperature[].ACI Materials Journal.1998
  • 3Zhang B,Bicanic N,Pearce C J, et al.Assessment of Toughness of Concrete Subjected to Elevated Tempera- tures from Complete Load-displacement Curve: Part 2. Experimental Investigations[].ACI Material Journal.2000
  • 4Kertz K D.Limits of Spalling of Fire-exposed Concrete[].Fire Safety Journal.2003
  • 5RILEM Draft Recommendation TC50-FCM.Determination of fracture energy of mortar and concrete by means of three point bend tests on notched beams[].Materials and Structures.1985
  • 6Zhang B,Bicanic N,Pearce C Jet al.Relationship between brittleness and moisture loss of concrete exposed to high temperatures[].Cement and Concrete Composites.2002
  • 7Sanjayan G,Stocks L J.Spalling of High Strength Silica Fume Concrete in Fire[].ACI Materials Journal.1993
  • 8Kalifa,P.,Chené,G.,Gallé,C.High-temperature behaviour of hpc with polypropylene fibres: From spalling to microstructure[].Cement and Concrete Research.2001
  • 9Chan,S.Y.N.,Peng,G.F.,Anson,M.Fire behavior of high-performance concrete made with silica fume at various moisture contents[].ACI Materials Journal.1999
  • 10Pierre Kalifa,Francois-Dominique Menneteau,Daniel Quenard.Spalling and Pore Pressure in HPC at high temperatures[].Cem and Concr Res.2000

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