2023
DOI: 10.1016/j.conbuildmat.2023.132126
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Utilizing heat treatment for making low-quality recycled aggregate into enhanced recycled aggregate, recycled cement and their fully recycled concrete

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Cited by 22 publications
(9 citation statements)
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“…In order to enhance the quality of RA, researchers are currently trying innovative methods of treatment [ 9 , 10 , 11 ]. Wu et al [ 10 ] demonstrated that old mortar can be effectively separated from RA surfaces by thermal treatment at 700 °C. Wang et al [ 12 ] tested modifying RA using different concentrations of acetic acid and soaking times with acetic acid.…”
Section: Introductionmentioning
confidence: 99%
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“…In order to enhance the quality of RA, researchers are currently trying innovative methods of treatment [ 9 , 10 , 11 ]. Wu et al [ 10 ] demonstrated that old mortar can be effectively separated from RA surfaces by thermal treatment at 700 °C. Wang et al [ 12 ] tested modifying RA using different concentrations of acetic acid and soaking times with acetic acid.…”
Section: Introductionmentioning
confidence: 99%
“…Additionally, the old interfacial transition zone (ITZ), which consists of the original natural aggregates and old mortar, has a significant negative impact on RA performance [8]. In order to enhance the quality of RA, researchers are currently trying innovative methods of treatment [9][10][11]. Wu et al [10] demonstrated that old mortar can be effectively separated from RA surfaces by thermal treatment at 700 • C. Wang et al [12] tested modifying RA using order to enhance the quality of RA, researchers are currently trying innovative methods of treatment [9][10][11].…”
Section: Introductionmentioning
confidence: 99%
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“…However, it is difficult to ensure the homogeneity of the recycled aggregates. Compared with using natural aggregates, concrete using recycled aggregates may lead to defects including low workability, low strength and other durability problems [ 53 , 54 , 55 ]. Because of the low performance of recycled concrete aggregates, it is commonly believed that the replacement ratio of recycled concrete aggregates cannot be higher than 30% for the total mass of aggregates [ 56 , 57 , 58 , 59 ].…”
Section: Introductionmentioning
confidence: 99%