ВПЛИВ МОДИФІКОВАНОГО КАОЛІНУ НА МІЦНІСТЬ ПОРОШКОВОГО БЕТОНУ

Abstract

The purpose of the studies was to determine the effect of kaolin modified with a colloidal surfactant on the strength of powdered concrete and the rate of its formation. Traditional methods for determining the properties of concrete and methods for processing their results are used. The results of the research showed that the introduction of kaolin modified with surface active substances of colloidal type into the powder concrete makes it possible to increase the strength of this concrete during compression and the rate of its formation.