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This article presents an experimental investigation of the flame characteristics of the gasoline pool fire. A series of experiments with different pool sizes and mixture contents were conducted to study the combustion behavior of pool fires in atmospheric conditions. The initial pool area of 0.25 m2, 0.66 m2, and 2.8 m2, the initial volume of fuel and time of burning process, and the initial gasoline thickness of 20 mm were determined in each experiment. The fire models are defined by the European standard EN 3 and were used to model fire of the class MB (model liquid fire for the fire area 0.25 m2), of the class 21B (model liquid fire for the fire area 0.66 m2), and 89B (model liquid fire for the fire area 2.8 m2). The fire models were used to class 21B and 89B for fuel by Standard EN 3. The flame geometrical characteristics were recorded by a CCD (charge-coupled device) digital camera. The results show turbulent flame with constant loss burning rate per area, different flame height, and different heat release rate. Regression rate increases linearly with increasing pans diameter. The results show a linear dependence of the HRR (heat release rate) depending on the fire area (average 2.6 times).

Road and railway tunnels form vital part of transportation infrastructure as they often represent the only means of crossing a difficult geography. Failure of such critical links may lead to significant disruption to large parts of the transportation system. Due to their enclosed construction they are very vulnerable to fire damage resulting from a terrorist attack or accident. This paper deals with the problem of fire safety in tunnels and the prediction of the effects of a fire on the tunnel construction and the evacuation of the persons inside the tunnel. A realistic worst case fire scenario was modelled for a selected tunnel in the Slovak critical infrastructure, with the aim to establish the potential structural damage as well as the tenability and evacuation conditions. The outcomes are two-fold; firstly, to demonstrate computer modelling capabilities in this area, and secondly, to determine the required fire safety measures and precautions to ensure appropriate structural fire resistance and adequate means of escape. The ability to accurately predict fire severity is key to the robustness of critical infrastructure design and it greatly reduces the likelihood of a catastrophic failure.

Textile-reinforced concrete (TRC) is a material consisting of high-performance concrete (HPC) and tensile reinforcement comprised of carbon roving with epoxy resin matrix. However, the problem of low epoxy resin resistance at higher temperatures persists. In this work, an alternative to the epoxy resin matrix, a non-combustible cement suspension (cement milk) which has proven stability at elevated temperatures, was evaluated. In the first part of the work, microscopic research was carried out to determine the distribution of particle sizes in the cement suspension. Subsequently, five series of plate samples differing in the type of cement and the method of textile reinforcement saturation were designed and prepared. Mechanical experiments (four-point bending tests) were carried out to verify the properties of each sample type. It was found that the highest efficiency of carbon roving saturation was achieved by using finer ground cement (CEM 52.5) and the pressure saturation method. Moreover, this solution also exhibited the best results in the four-point bending test. Finally, the use of CEM 52.5 in the cement matrix appears to be a feasible variant for TRC constructions that could overcome problems with its low temperature resistance.