1. McNamee R.J., Bostrom L. Fire spalling-the moisture effect. 1st International workshop on Concrete Spalling due to Fire Exposure-From Real Life Experiences and Practical Applications to Lab-scale Investigations and Numerical Modelling. MFPA Institute Leipzig, Germany. September 3–5, 2009; 120-129.
2. Jansson R. Fire spalling of concrete: Theoretical and experimental studies : Doctoral Thesis in Concrete Structures: KTH Royal Institute of Technology. Stockholm, Trita-BKN, Bulletin, 2013; 117.
3. Maraveas C., Vrakas A.A. Design of concrete tunnel linings for fire safety. Structural Engineering International. 2014; 24(3):319-329. DOI: 10.2749/101686614X13830790993041
4. Annerel E., Boch K., Lemaire T. Passive fire protection end life safety. Topic Safety of Tunnel and Undeground Structure. “SEE Tunnel: Promoting in SEE Region” ITA WTS 2015 Congress and 41st General Assambly. Dubrovnik, Croatia. 2015; 1-10.
5. Chiarini M., Lunardi G., Cassani G., Bellocchio A., Frandino M. High speed railway Milan – Genoa, implementation of coupled analysis to estimate thermo-mechanical effects produced by the fire on the TBM segmental lining. Proceedings of the World Tunnel Congress 2017 – Surface challenges – Underground solutions. Bergen, Norway. 2017; 1-10.