To popularize scientific achievements the main results of Russian and foreign scientists’ research are published in the form of abstract. The authors of the research «Fine-grained basalt fiber concrete with nanosilica» showed that joint introduction of silica and basalt fiber additives into fiber concrete enhances freeze resistance of the concrete from F150 to F200-250. The increase of freeze resistance in addition to damping effect is due to considerable decrease of destructive impact of osmotic pressure of hardening concrete. As a result the number of microcracks and interconnected pores in concrete is minimal. The change of fiber concrete microstrcuture when joint introduction of nanosilica and basalt fiber additives is performed result...