Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/109917
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorMu, F-
dc.creatorMa, Z-
dc.creatorLang, L-
dc.creatorZhang, Z-
dc.creatorDong, J-
dc.creatorLi, JS-
dc.creatorJi, Z-
dc.date.accessioned2024-11-20T07:30:21Z-
dc.date.available2024-11-20T07:30:21Z-
dc.identifier.urihttp://hdl.handle.net/10397/109917-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2024 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.rightsThe following publication Mu, F., Ma, Z., Lang, L., Zhang, Z., Dong, J., Li, J.-s., & Ji, Z. (2024). Solidification/stabilization of Pb-contaminated soil by using low-carbon binder derived from dehydrated waste concrete powders and GGBS. Developments in the Built Environment, 17, 100357 is available at https://doi.org/10.1016/j.dibe.2024.100357.en_US
dc.subjectCarbon emissionen_US
dc.subjectLead-contaminated soilen_US
dc.subjectMicrostructureen_US
dc.subjectSolidification/stabilizationen_US
dc.subjectWaste concrete powder (WCP)en_US
dc.titleSolidification/stabilization of Pb-contaminated soil by using low-carbon binder derived from dehydrated waste concrete powders and GGBSen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume17-
dc.identifier.doi10.1016/j.dibe.2024.100357-
dcterms.abstractThe low reactivity and high stability of waste concrete powder (WCP) hinder the promotion of recycled binder applications with WCP addition. This study provides an innovative utilization strategy for thermal-modified WCP (TMWCP) recycling as an environmentally friendly solidification/stabilization (S/S) binder material for Pb-contaminated soil by adding ground granulated blast furnace slag (GGBS). The S/S treated soils underwent performance evaluations including unconfined compressive strength and leaching tests. Furthermore, the X-ray diffraction, scanning electron microscopy, and mercury intrusion porosimetry tests were conducted to elucidate the underlying mechanisms. The results show that at an optimal heat treatment temperature of 600 °C for WCP, the S/S treated soil achieved a compressive strength of 4.2 MPa after 28 d of curing. Additionally, the optimum mixture ratio of TMWCP and GGBS was 9:1. It was found that the novel binder was much superior to OPC in terms of Pb immobilization and carbon emission reduction. When the dosage of the formed binder is twice that of OPC, it can compensate for the lack of strength in S/S treated Pb-contaminated soil.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationDevelopments in the built environment, Mar. 2024, v. 17, 100357-
dcterms.isPartOfDevelopments in the built environment-
dcterms.issued2024-03-
dc.identifier.scopus2-s2.0-85185391643-
dc.identifier.artn100357-
dc.description.validate202411 bcch-
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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