A review of the impact of micro- and nanoparticles on freeze-thaw durability of hardened concrete: Mechanism perspective

By K. Ebrahimi, Mohammad Javad Daiezadeh, Mohammad Zakertabrizi, Farhad Zahmatkesh, Asghar Habibnejad Korayem. Construction and Building Materials, 2018

163 citations recorded by the source corpus.

Abstract Frost resistance is an important factor that can affect the durability of structural concrete. This paper reviews previous studies on freeze-thaw resistance of concrete from the mechanism viewpoint. Observations have revealed that concrete additives can be utilized via different mechanisms to enhance concrete freeze-thaw durability. There are four mechanisms contributing frost resistance: (a) providing extra space for ice expansion in concrete using air bubbles, (b) reducing the porosity of concrete using pozzolans and fillers, (c) containing crack propagation using microfibers, nanotubes and nanosheets, and (d) decreasing water absorption using hydrophobic agents. Each mechanism has been discussed profoundly. However, future investigations are needed to provide a better insight into the grey areas, especially in nanoscale additives and hydrophobic concrete. Researchers should devote more investigations to integrate experiments and extract optimum conditions and dosages for the discussed additives.

Subfields: Civil and Structural Engineering, Materials Chemistry, Pollution

View Paper: https://www.semanticscholar.org/paper/a2eb2cb2995809c8b7ff86d490ea28f05f7dc73e