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Article: Reusing Waste Concrete Recycled Powder in Mortar: Paste Substitution versus Cement Substitution

TitleReusing Waste Concrete Recycled Powder in Mortar: Paste Substitution versus Cement Substitution
Authors
KeywordsEco-friendliness
Green mortar
Paste substitution method
Waste concrete recycled powder (WCRP)
Waste recycling
Issue Date23-Feb-2024
PublisherAmerican Society of Civil Engineers
Citation
Journal of Materials in Civil Engineering, 2024, v. 36, n. 5 How to Cite?
Abstract

Waste concrete recycled powder (WCRP) occupies up to 30% of crushed old concrete and is hard to be reutilized due to its high porosity and low cementitious reactivity. Traditionally, the WCRP is reused as cement substitution in mortar/concrete production, but this substitution method has certain disadvantages. In this research, a novel substitution method, called the paste substitution method, was applied by replacing part of the cement paste with WCRP; a total of 28 trial mortar mixes containing WCRP added as either paste substitution or cement substitution were made for evaluation and analysis. By comparing the test results, it could be found that the incorporation of WCRP using the paste substitution method can remarkably enhance the compressive strength by at most 38.3%, densify the microstructure, and meanwhile greatly reduce the cement consumption by at most 26.7%. The cementing efficiency factor of WCRP in compressive strength was calculated for the first time, and its value is 0.289. Regression analysis showed that there exists good correlation between the compressive strength and effective water/cementitious materials (W/CM) ratio.


Persistent Identifierhttp://hdl.handle.net/10722/341755
ISSN
2021 Impact Factor: 3.651
2020 SCImago Journal Rankings: 1.090
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorLi, Leo Gu-
dc.contributor.authorLu, Ze-Cheng-
dc.contributor.authorNg, Pui-Lam-
dc.contributor.authorChen, Zhong-Ping-
dc.contributor.authorDeng, Xiaowei-
dc.date.accessioned2024-03-26T05:36:56Z-
dc.date.available2024-03-26T05:36:56Z-
dc.date.issued2024-02-23-
dc.identifier.citationJournal of Materials in Civil Engineering, 2024, v. 36, n. 5-
dc.identifier.issn0899-1561-
dc.identifier.urihttp://hdl.handle.net/10722/341755-
dc.description.abstract<p>Waste concrete recycled powder (WCRP) occupies up to 30% of crushed old concrete and is hard to be reutilized due to its high porosity and low cementitious reactivity. Traditionally, the WCRP is reused as cement substitution in mortar/concrete production, but this substitution method has certain disadvantages. In this research, a novel substitution method, called the paste substitution method, was applied by replacing part of the cement paste with WCRP; a total of 28 trial mortar mixes containing WCRP added as either paste substitution or cement substitution were made for evaluation and analysis. By comparing the test results, it could be found that the incorporation of WCRP using the paste substitution method can remarkably enhance the compressive strength by at most 38.3%, densify the microstructure, and meanwhile greatly reduce the cement consumption by at most 26.7%. The cementing efficiency factor of WCRP in compressive strength was calculated for the first time, and its value is 0.289. Regression analysis showed that there exists good correlation between the compressive strength and effective water/cementitious materials (W/CM) ratio.</p>-
dc.languageeng-
dc.publisherAmerican Society of Civil Engineers-
dc.relation.ispartofJournal of Materials in Civil Engineering-
dc.subjectEco-friendliness-
dc.subjectGreen mortar-
dc.subjectPaste substitution method-
dc.subjectWaste concrete recycled powder (WCRP)-
dc.subjectWaste recycling-
dc.titleReusing Waste Concrete Recycled Powder in Mortar: Paste Substitution versus Cement Substitution-
dc.typeArticle-
dc.identifier.doi10.1061/JMCEE7.MTENG-17101-
dc.identifier.scopuseid_2-s2.0-85186744042-
dc.identifier.volume36-
dc.identifier.issue5-
dc.identifier.eissn1943-5533-
dc.identifier.isiWOS:001185778600008-
dc.identifier.issnl0899-1561-

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