A Review of Chloride Penetration of Recycled Concrete with Enhancement Treatment and Service Life Prediction

被引:4
|
作者
Wang, Yuanzhan [1 ]
Liao, Jing [1 ]
Zhang, Baohua [2 ]
机构
[1] Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, 135 Yaguan Rd, Tianjin 300072, Peoples R China
[2] Tianjin Res Inst Water Transport Engn MOT, 2618 Xingang 2nd Rd, Tianjin 300000, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
recycled coarse aggregate concrete; chloride penetration; enhancement method; modification efficiency; service life prediction; SELF-COMPACTING CONCRETE; SUPPLEMENTARY CEMENTITIOUS MATERIALS; AGGREGATE CONCRETE; FLY-ASH; DURABILITY PROPERTIES; MECHANICAL-PROPERTIES; ACCELERATED CARBONATION; COARSE AGGREGATE; PORTLAND-CEMENT; ENGINEERING PROPERTIES;
D O I
10.3390/ma17061349
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The application of recycled coarse aggregate (RA) in structural concrete can save non-renewable resources and reduce land occupation. Developing comprehensive knowledge of chloride penetration and service life modeling of recycled coarse aggregate concrete (RAC) is a prerequisite for practice. However, compared with the natural aggregate concrete (NAC), the inferior durability performance, especially chloride penetration resistance, of RAC hinders its application in structural concrete. Therefore, many RAC performance enhancement methods have been proposed. This paper presents a holistic review focused on the chloride penetration of RAC with/without enhancement methods and service life prediction. The current RAC performance enhancement methods are introduced. The improvement effect of the corresponding enhancement methods on the chloride penetration resistance of RAC are discussed and analyzed in turn. Based on the reviewed data on the chloride diffusion coefficient, the modification efficiencies of assorted enhancement methods are summarized. With the hope of promoting RAC application in structural concrete, the current literature on chloride-ingress-based service life prediction for RAC is also overviewed. In addition, the typical influencing factors on chloride transport properties are also discussed, i.e., RA quality. It can be concluded that enhancement techniques can effectively improve the chloride penetration resistance of RAC. The old mortar enhancement or removal methods can improve the chloride penetration resistance by 15-30%, depending on the specific treatment measures. The modification efficiency of the modifier material depends on the specific type and content of the incorporated substance, which ranges from approximately 5% to 95%. The estimated service life of RAC structures decreases with the increasing RA replacement ratio. Finally, concluding remarks are provided concerning future research on the chloride transport behavior of RAC.
引用
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页数:32
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