A Scientific Investigation into Concrete Pavement Durability

This report provides a unified theoretical framework for understating two causes of premature deterioration in concrete pavements: the alkali-silica reaction and freeze-thaw damage.
January 12, 2021

A culmination of several years of multidisciplinary collaboration, this report by researchers from CSHub, Oregon State University, and the University of New Brunswick provides a unified theoretical framework for understanding two causes of premature deterioration in concrete pavements: the alkali-silica reaction and freeze-thaw damage.