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

机译:微米和纳米颗粒对硬化混凝土冻融耐久性影响的综述:机理视角

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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.
机译:耐冻性是可影响结构混凝土耐久性的重要因素。本文从机理的角度回顾了以往对混凝土抗冻融性的研究。观察表明,可以通过不同的机制利用混凝土添加剂来增强混凝土的冻融耐久性。产生抗冻性的机制有四种:(a)使用气泡为混凝土中的冰膨胀提供额外的空间;(b)使用火山灰和填料降低混凝土的孔隙率;(c)使用微纤维,纳米管和纳米片的裂纹扩展;以及(d)使用疏水剂降低吸水率。每种机制都进行了深入的讨论。但是,需要进行进一步的研究以更好地了解灰色区域,尤其是在纳米级添加剂和疏水混凝土中。研究人员应进行更多研究,以整合实验并为所讨论的添加剂提取最佳条件和剂量。 (C)2018 Elsevier Ltd.保留所有权利。

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