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

被引:140
作者
Ebrahimi, Khashayar [1 ]
Daiezadeh, Mohammad Javad [1 ]
Zakertabrizi, Mohammad [1 ]
Zahmatkesh, Farhad [1 ]
Korayem, Asghar Habibnejad [1 ]
机构
[1] Iran Univ Sci & Technol, Sch Civil Engn, Tehran, Iran
关键词
Freeze-thaw durability; Air entraining; Consolidation; Bridging effect; Hydrophobic; FIBER-REINFORCED CONCRETE; FROST-RESISTANCE; SILICA FUME; FLY-ASH; GRAPHENE OXIDE; CARBON NANOTUBE; FATIGUE RESISTANCE; AIR ENTRAINMENT; HIGH-VOLUME; CEMENT;
D O I
10.1016/j.conbuildmat.2018.08.029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1105 / 1113
页数:9
相关论文
共 100 条