Please use this identifier to cite or link to this item: https://bura.brunel.ac.uk/handle/2438/34001
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dc.contributor.authorJin, Yuan-
dc.contributor.authorSun, Zhaoyang-
dc.contributor.authorChen, Mingxu-
dc.contributor.authorSun, Ming-
dc.contributor.authorZhou, Xiangming-
dc.contributor.authorChen, Binmeng-
dc.date.accessioned2026-10-14T17:03:45Z-
dc.date.available2026-10-14T17:03:45Z-
dc.date.issued2026-10-05-
dc.identifier.citationJin, Y. et al. (2026) 'Toward alleviating anisotropy of 3D printed cementitious composites through rheological regulation and interfacial modification', Cleaner Materials, 22, 100439, pp. 1–15. doi: 10.1016/j.clema.2026.100439.en_US
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/34001-
dc.descriptionData availability: Data will be made available on request.en_US
dc.description.abstractThe inherent anisotropy generated by interlayer defects and weak interfaces between printed filaments remains a critical challenge for the structural application of 3D printed concrete (3DPC). This study presents a physicochemical strategy to alleviate anisotropy in 3D printed white cementitious materials (3DP-WCMs) by leveraging the combined effects of needle-shaped wollastonite (WL) and spherical silica fume (SF). Oscillatory shear tests indicated that the addition of WL and SF significantly broadened the linear viscoelastic region (LVR) and delayed the onset of structural flow, suggesting the formation of a rigid physical network in the fresh state. Considering both fresh viscoelastic behavior and hardened mechanical properties, C80W12S8 was identified as the optimal mixture. At 28 days (28 d), the compressive strength of C80W12S8 reached 43.10 MPa in the A direction, while its flexural strength increased by 46.4% relative to C100 in the weakest C direction. Importantly, the proposed strategy substantially reduced mechanical anisotropy while simultaneously lowering the embodied carbon through partial replacement of WPC by WL and SF. The embodied carbon was reduced by 15.6% for C80W12S8 and 45.9% for C50W30S20 compared with C100. Meanwhile, the flexural anisotropy coefficient (𝐼<sub>f</sub>) of C80W12S8 at 28 d decreased from 0.29 to 0.13, while its compressive anisotropy coefficient (𝐼꜀) dropped from 0.52 to 0.40 relative to C100. In addition, separate-hydration analyses supported a possible mechanism in which Ca²⁺-mediated electrostatic interactions may promote the association of SF with WL surfaces, while SF provided nucleation sites for the formation of a denser and more continuous C-S-H network.en_US
dc.description.sponsorshipScience and Technology Development Fund (FDCT), Macau SAR, China (0067/2022/A2 and 0041/2024/RIB1)en_US
dc.description.sponsorshipResearch & Development Office of the University of Macau (SRG2022-00046-IAPME, MYRG-GRG2023-00220-IAPME-UMDF)-
dc.description.sponsorshipNational key research and development project (2022YFE0133800)-
dc.format.extentpp. 1–15-
dc.format.mediumElectronic-
dc.languageEnglishen_US
dc.language.isoen_USen_US
dc.publisherElsevieren_US
dc.rightsRe-use licence for this version: Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International-
dc.rightsLicence for published version: Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International-
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/-
dc.subject3D printed concreteen_US
dc.subjectrheologyen_US
dc.subjectmechanical anisotropyen_US
dc.subjectembodied carbonen_US
dc.subjectlow-carbon cementitious materialsen_US
dc.titleToward alleviating anisotropy of 3D printed cementitious composites through rheological regulation and interfacial modificationen_US
dc.typeArticleen_US
dc.date.dateAccepted2026-10-03-
dc.identifier.doihttps://doi.org/10.1016/j.clema.2026.100439-
dc.relation.isPartOfCleaner Materialsen_US
pubs.publication-statusPublished-
pubs.volume22-
dc.identifier.eissn2772-3976-
dc.rights.licensehttps://creativecommons.org/licenses/by-nc-nd/4.0/legalcode.en-
dcterms.dateAccepted2026-10-03-
dcterms.issued2026-10-05-
dc.date.updated2026-10-14T16:55:03Z-
dc.rights.holderThe Authors-
dc.contributor.orcidZhou, Xiangming [0000-0001-7977-0718]-
dc.identifier.number100439-
Appears in Collections:Department of Civil and Environmental Engineering Research Papers

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