Abstract
The performance characteristics of foam concrete can be improved by its dispersed reinforcement, including the use of basalt fiber. The results of the study of changes in the mobility of dispersed-reinforced foam concrete mixtures from the mixing time and the water-cement ratio are presented. Increased bending strength of dispersed reinforced foam concrete (up to 1.3 MPa) at a density of 600 kg/m3 has been achieved
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