Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/108566
DC Field | Value | Language |
---|---|---|
dc.contributor | Department of Civil and Environmental Engineering | - |
dc.contributor | Research Centre for Resources Engineering towards Carbon Neutrality | - |
dc.creator | Li, L | - |
dc.creator | Ziyabek, N | - |
dc.creator | Jiang, Y | - |
dc.creator | Xiao, J | - |
dc.creator | Poon, CS | - |
dc.date.accessioned | 2024-08-19T01:59:08Z | - |
dc.date.available | 2024-08-19T01:59:08Z | - |
dc.identifier.uri | http://hdl.handle.net/10397/108566 | - |
dc.language.iso | en | en_US |
dc.publisher | Elsevier BV | en_US |
dc.rights | © 2023 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). | en_US |
dc.rights | The following publication Li, L., Ziyabek, N., Jiang, Y., Xiao, J., & Poon, C. S. (2023). Effect of carbonation duration on properties of recycled aggregate concrete. Case Studies in Construction Materials, 19, e02640 is available at https://doi.org/10.1016/j.cscm.2023.e02640. | en_US |
dc.subject | Carbonation duration | en_US |
dc.subject | Durability | en_US |
dc.subject | Interface | en_US |
dc.subject | Mechanical properties | en_US |
dc.subject | Recycled aggregate concrete | en_US |
dc.title | Effect of carbonation duration on properties of recycled aggregate concrete | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.volume | 19 | - |
dc.identifier.doi | 10.1016/j.cscm.2023.e02640 | - |
dcterms.abstract | The use of recycled coarse aggregate (RCA) produced from waste concrete in new concrete is an effective way to realize the recycling of construction and demolition waste. The utilization of accelerated carbonation to enhance RCA has attracted a lot attention because it can enhance performance of recycled aggregate concrete (RAC) and has potential for CO2 sequestration. This study systematically investigated the influences of the duration of pressurized carbonation on the properties of RCA, RCA-new mortar interface, and RAC. The results showed that water absorption of carbonated RCA (CRCA) decreased with the increase of carbonation duration. But the beneficial effect of carbonation was less obvious after 1-day carbonation because most of calcium hydroxide and Ca-rich calcium silicate hydrates in RCA had reacted with CO2 within 1 day. After using CRCA, the improvement in different performance indicators of RAC was dependent on different factors. The enhancement in compressive strength and chloride penetration resistance of RAC prepared with CRCA were dependent on the reduced porosity of CRCA. That was why they correlated with the water absorption of CRCA as carbonation duration increased. However, the decrease in initial absorption of water of RAC was mainly dependent on the denser surface layer of CRCA, rather than the reduced porosity of CRCA. This is because the denser surface layer can change water path from “penetrating through RCA” to “passing around RCA”. It is recommended to use 1-day carbonation to enhance RCA, which might have higher cost-effectiveness. | - |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | Case studies in construction materials, Dec. 2023, v. 19, e02640 | - |
dcterms.isPartOf | Case studies in construction materials | - |
dcterms.issued | 2023-12 | - |
dc.identifier.scopus | 2-s2.0-85176264487 | - |
dc.identifier.eissn | 2214-5095 | - |
dc.identifier.artn | e02640 | - |
dc.description.validate | 202408 bcch | - |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_Scopus/WOS | en_US |
dc.description.fundingSource | RGC | en_US |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | Innovation Technology Fund; Hong Kong Polytechnic University | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Journal/Magazine Article |
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File | Description | Size | Format | |
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1-s2.0-S2214509523008203-main.pdf | 5.32 MB | Adobe PDF | View/Open |
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