A review on deterioration Mechanisms, durability prediction and enhancement techniques for recycled aggregate concrete

Tien-Dung Nguyen , Rachid Cherif , Pierre-Yves Mahieux , Philippe Turcry , Emilio Bastidas-Arteaga
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Abstract

The expanding global construction industry is driven by the need to develop sustainable alternatives to replace natural resources in concrete manufacturing. Reusing construction materials and increasing reuse effectiveness have emerged as popular study areas. Recently, the durability of recycled aggregate concrete (RAC) has drawn attention of numerous researchers worldwide. This review paper discusses the different approaches used to predict the durability of RAC (deterministic, probabilistic, and artificial intelligence). In addition, a critical review of the parameters more influential on the RAC durability performance is presented, including replacement ratio, particle size, chemical admixtures and additives, mixing technique, and curing conditions. Several contradictory results concerning the chloride ingress, carbonation, air and water permeability in the RAC are reported and discussed. The methods used to enhance the characteristics coarse recycled aggregate (CRA) are also categorised and summarised. We have found that complex, non-linear, and multivariable mechanisms control chloride ingress, carbonation, and permeability, rendering conventional modelling techniques inadequate. It is therefore advised to use artificial intelligence methods supported by comprehensive databases to provide precise durability predictions. The performance of RAC is greatly impacted by the adhered mortar (AM) in CRA; its increased porosity and water absorption result in weaker interfacial transition zones (ITZs), decreasing impermeability, and weakening resistance to carbonation and chloride ingress. Therefore, we have also reported that strengthening the microstructure or altering AM characteristics are the main treatment strategies used to increase RAC durability performance. By enhancing RAC performance and lowering the ecological footprint of construction and demolition waste, CRA carbonation stands out among these techniques as a potential technology that offers both technical and environmental benefits.
再生骨料混凝土劣化机理、耐久性预测及增强技术研究进展
不断扩大的全球建筑业是由需要开发可持续的替代品来取代混凝土制造中的自然资源驱动的。建筑材料的再利用和提高再利用效率已成为研究的热点。近年来,再生骨料混凝土的耐久性问题引起了国内外学者的广泛关注。这篇综述文章讨论了用于预测RAC耐久性的不同方法(确定性、概率性和人工智能)。此外,对影响RAC耐久性性能的参数进行了综述,包括替代比、粒径、化学外加剂和添加剂、混合技术和固化条件。报道并讨论了RAC中氯离子进入、碳酸化、透气性和透水性等几个相互矛盾的结果。对提高粗再生骨料性能的方法进行了分类和总结。我们发现复杂的、非线性的和多变量的机制控制着氯化物的进入、碳酸化和渗透率,使得传统的建模技术不充分。因此,建议使用综合数据库支持的人工智能方法来提供精确的耐久性预测。CRA中粘结砂浆(AM)对RAC的性能影响较大;孔隙率和吸水率的增加导致界面过渡带(ITZs)变弱,不透水性降低,抗碳化和抗氯化物侵入能力减弱。因此,我们也报道了强化微观结构或改变AM特性是用于提高RAC耐久性的主要处理策略。通过提高RAC性能和降低建筑和拆除垃圾的生态足迹,CRA碳化技术在这些技术中脱颖而出,成为一种具有技术和环境效益的潜在技术。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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