Abstract

study aimed to quantify the deterioration of tunnel structural members such as concrete lining and shotcrete lining after a tunnel fire accident by measuring their mechanical properties between 300℃ and 1,000℃. From the experiments, it was revealed that the critical temperature where mechanical properties start to decrease linearly was approximately 300℃. In addition, the other critical temperature where macro-cracks are induced in specimens was around 600℃. From a series of regression analysis, the optimum regression function with correlation coefficients over 0.99 for mechanical properties at different temperature levels was obtained as the Boltzmann function. Finally, a schematic diagram to estimate temperature distribution inside structural members as well as their mechanical properties at corresponding temperature levels quantitatively was newly proposed for RABT and RWS fire scenarios.