Recycled Concrete Aggregate Classification Based on Quality Parameters and Performance

被引:0
作者
Amit Kumar
Gyani Jail Singh
机构
[1] National Institute of Technology Patna,Department of Civil Engineering
来源
Iranian Journal of Science and Technology, Transactions of Civil Engineering | 2023年 / 47卷
关键词
Classification; Durability properties; Mechanical properties; Performance; Physical properties; Quality;
D O I
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中图分类号
学科分类号
摘要
National/international standards assign the physical and mechanical properties of natural aggregate (NA) to predict the specified properties of natural aggregate concrete (NAC). Physical and mechanical properties of NA such as water absorption, specific gravity, crushing values, impact values, and abrasion values are considered quality parameters for its classification. These properties of natural aggregate determine the performance of concrete and are therefore considered essential parameters in classification. In the same way, classification of recycled concrete aggregate (RCA) is crucial to their use in preparing RAC mixes. The classification may result in the extensive use of RCA as per the requirements. Only physical properties are considered when classifying RCA based on its quality in a few publications. These classifications are not specific because they consider a wide range of variations in the physical properties, and do not consider the mechanical properties of RCA. Consequently, it is not possible to predict RAC properties using these types of classification. In this study, RCA has been classified into four quality categories based on its quality: high quality, medium quality (MQ), low quality (LQ), and poor quality. To validate the classification corresponding to each quality class of RCA, the compressive strength, split tensile strength, flexural strength, bond strength, modulus of elasticity, fracture energy, drying shrinkage, rapid chloride-ion penetration, and sorptivity of RAC are compared based on literature data. There is a strong correlation between RCA quality and RAC performance. Compared to NAC, RAC consisting of LQ and MQ types of RCAs has approximately 40% and 20% less mechanical strength and durability. The performance of RAC is closer to NAC for the high-quality class of RCA. The abrasion values of RCA appear to be the most interesting and essential parameter after analyzing it according to its quality classification. As RCA abrasion value reduces, water absorption, specific gravity, impact value, and crushing value improve.
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页码:3211 / 3232
页数:21
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共 390 条
[41]  
Khayat KH(2020)Effect of shrinkage reducing admixture on creep of recycled aggregate concrete Constr Build Mater 33 703-976
[42]  
Assaad JJ(2013)Efficient utilization of recycled concrete aggregate in structural concrete J Mater Civ Eng 189 857-765
[43]  
Matar P(2012)Recycled concrete and mixed rubble as aggregates: influence of variations in composition on the concrete properties and their use as structural material Constr Build Mater 178 103126-295
[44]  
Gergess A(2004)Properties of the interfacial transition zone in model concrete Interface Sci 328 127071-508
[45]  
Baalbaki W(2013)Flexural behavior of reinforced recycled aggregate concrete beams under short-term loading Mater Struct Constr 48 499-717
[46]  
Beshr H(2017)Shear behaviour of recycled aggregate concrete beams with and without shear reinforcement Eng Struct 8 1-498
[47]  
Almusallam AA(2014)Flexural testing of reinforced concrete beams with recycled concrete aggregates ACI Struct J 19 968-449
[48]  
Maslehuddin M(2003)Properties of concrete made with recycled aggregate from partially hydrated old concrete Cem Concr Res 20 754-886
[49]  
Bhasya V(2018)Effect of macro-synthetic fibers on the fracture energy and mechanical behavior of recycled aggregate concrete Constr Build Mater 117 281-273
[50]  
Bharatkumar BH(2020)Effect of different aggregate treatment techniques on the freeze-thaw and sulfate resistance of recycled aggregate concrete Cold Reg Sci Technol 77 501-576