Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/114995
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorMu, FY-
dc.creatorJi, ZQ-
dc.creatorLang, L-
dc.creatorMa, ZH-
dc.creatorZhang, W-
dc.creatorZhang, ZR-
dc.creatorLi, JS-
dc.date.accessioned2025-09-02T00:32:00Z-
dc.date.available2025-09-02T00:32:00Z-
dc.identifier.issn1674-7755-
dc.identifier.urihttp://hdl.handle.net/10397/114995-
dc.language.isoenen_US
dc.publisher科学出版社 (Kexue Chubanshe,Science Press)en_US
dc.rights© 2025 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Published by Elsevier B.V. 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.rightsThe following publication Mu, F., Ji, Z., Lang, L., Ma, Z., Zhang, W., Zhang, Z., & Li, J.-S. (2025). Collaborative pollution and carbon reduction behaviors of carbonated Pb-contaminated soil stabilized with a low-carbon binder derived from waste concrete. Journal of Rock Mechanics and Geotechnical Engineering, 17(3), 1770-1785 is available at https://dx.doi.org/10.1016/j.jrmge.2024.07.008.en_US
dc.subjectWaste concrete powder (WCP)en_US
dc.subjectCarbonationen_US
dc.subjectLead-contaminated soilen_US
dc.subjectMicrostructureen_US
dc.subjectConductivity modelen_US
dc.titleCollaborative pollution and carbon reduction behaviors of carbonated Pb-contaminated soil stabilized with a low-carbon binder derived from waste concreteen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1770-
dc.identifier.epage1785-
dc.identifier.volume17-
dc.identifier.issue3-
dc.identifier.doi10.1016/j.jrmge.2024.07.008-
dcterms.abstractDue to the limited hydration capacity, solidification/stabilization (S/S) with waste concrete powder (WCP) has a low strength. Carbonation can reduce carbon dioxide (CO2) emissions and improve strength of lead-contaminated soil, but its mechanism and environmental behaviors are unclear. In light of this, a comprehensive study was conducted on the compressive strength, lead immobilization, conductivity characteristics, and carbonation mechanism of carbonated Pb-contaminated soils stabilized with WCP compared to calcining 600 degrees C WCP. Results indicated that with carbonation, the compressive strength of the samples was significantly improved at the early stage (1 d), resulting in increased unconfined compressive strength (UCS) by 2.5-5.2 times due to the filling of pores by calcite. It negatively affected the lead immobilization capacity of highly doped (30%) samples, while this effect reversed after 3 d of carbonating due to the reduced alkaline environment. The lead immobilization capacity decreased after 28 d of carbonating due to the cracking of samples and the influence of a lower pH on the solubility of lead-carbonated hydroxide ((PbCO3)(2)Pb(OH)(2)). The water evaporation (saturation <16.8%) led to dry shrinkage cracking and decreased UCS of the samples. Based on this finding, a conductivity model was developed for carbonated and cured samples, accurately predicting changes in saturation levels (R-2 = 0.98). A relationship between conductivity and UCS or lead immobilization capacity was proposed. This research proposed an innovative method for the reduction of CO2 emission as well as laid down a theoretical basis for the recovery of WCP and lead-contaminated soils through carbonation.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of rock mechanics and geotechnical engineering, Mar. 2025, v. 17, no. 3, p. 1770-1785-
dcterms.isPartOfJournal of rock mechanics and geotechnical engineering-
dcterms.issued2025-03-
dc.identifier.isiWOS:001448401200001-
dc.identifier.eissn2589-0417-
dc.description.validate202509 bcrc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; China Postdoctoral Science Foundationen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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