Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/112739
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhang, JX-
dc.creatorGuo, YT-
dc.creatorZhuang, SY-
dc.creatorLou, HQ-
dc.creatorLi, Y-
dc.date.accessioned2025-04-28T07:54:03Z-
dc.date.available2025-04-28T07:54:03Z-
dc.identifier.urihttp://hdl.handle.net/10397/112739-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.rights© 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Zhang, J. X., Guo, Y. T., Zhuang, S. Y., Lou, H. Q., & Li, Y. (2025). The effect of adding rice husk ash (RHA) and calcined shell powder (CSP) on the properties of cement mortar. Case Studies in Construction Materials, 22, e04426 is available at https://doi.org/10.1016/j.cscm.2025.e04426.en_US
dc.subjectC-S-Hen_US
dc.subjectCalcined shell powderen_US
dc.subjectComposite cementen_US
dc.subjectPozzolanic reactionen_US
dc.subjectRice husk ashen_US
dc.titleThe effect of adding rice husk ash (RHA) and calcined shell powder (CSP) on the properties of cement mortaren_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume22-
dc.identifier.doi10.1016/j.cscm.2025.e04426-
dcterms.abstractTo enhance sustainability in the construction industry, incorporating rice husk ash (RHA) as a partial cement replacement is widely encouraged. Additionally, bio-shells, rich in CaCO₃, pose environmental challenges when improperly discarded, leading to pollution and negative impacts on surrounding communities. This study integrates the beneficial properties of these two waste materials for use in construction. While the effects of RHA on cementitious materials have been extensively studied, limited research has examined the combined influence of RHA and calcined shell powder (CSP) as a partial cement replacement. To explore their potential, RHA and CSP were blended in varying proportions to produce RHA-CSP cement mortar. Experimental results demonstrated that the R15S10 mix achieved the highest mechanical performance by optimizing the balance between pozzolanic reactivity and the filler effect. As hydration progressed, the pozzolanic reaction intensified under high pH conditions, increasing the C-S-H dehydration peak while reducing the CH decomposition peak. Additionally, the incorporation of CSP and RHA refined the pore structure and decreased overall porosity, enhancing mortar compactness. By utilizing these waste materials to create an optimized mix, this study supports the sustainable application of discarded shells and rice husks in construction.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCase studies in construction materials, July 2025, v. 22, e04426-
dcterms.isPartOfCase studies in construction materials-
dcterms.issued2025-07-
dc.identifier.scopus2-s2.0-85218345321-
dc.identifier.eissn2214-5095-
dc.identifier.artne04426-
dc.description.validate202504 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, Grant No. 52308179; Shenzhen Municipal Finance Bureau, Grant No. QD2022023Cen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
1-s2.0-S2214509525002244-main.pdf11.01 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Version of Record
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

SCOPUSTM   
Citations

7
Citations as of Dec 19, 2025

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.