Mitigation possibilities of concrete pavement degradation

Abstract

Monolithic as well as precast Portland Cement Concrete pavement have shown a gradual increase in quantity and severity of defects and failures in recent years. Especially, the radical increase in the auto-destructive deterioration of the concrete structure, which is most often described as the expansion reaction, is alarming. The consequences may lead to extreme reduction of the lifetime of concrete on loaded or unloaded surface courses. The main causes are due to the combined effect of environmental effects (climate, chemical pollution), drainage of roads and the behaviour of the existing cement binders, provided that we do not reflect the modification of pavement structure layers. Only the impact of climate effects can be effectively reduced on the existing roads. The paper presents a summary of results obtained from the current portfolio of secondary concrete protection products. The testing was performed in terms of resistance to water infiltration and durability against the common effects of freeze/thaw and salt. The results show a dependence or independence according to the material basis when exposed to secondary protection products. Oils, silicate emulsions and a group with other material bases, so called other products, behave quite differently.

Statistical Study of the Effectiveness of Surface Application of Graphene Oxide as a Coating for Concrete Protection

“…that lead to a shortening of the service life of the concrete elements [1]. For this reason, protection against degradation has gained significant attention, since this problem has caused great damage in the construction industry, being also the origin of costly repairs or even replacements with the consequent economic and environmental cost [2].…”