Please use this identifier to cite or link to this item: https://dspace.iiti.ac.in/handle/123456789/18929
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dc.contributor.authorSingh, Ashitaen_US
dc.date.accessioned2026-08-18T10:35:33Z-
dc.date.available2026-08-18T10:35:33Z-
dc.date.issued2026-
dc.identifier.citationBadgujjar, L. R., Singh, A., Panghal, H., & Kumar, A. (2026). Shrinkage behaviour and durability of recycled aggregate concrete incorporating thermo-mechanically treated coarse aggregates. Engineering Research Express, 8(14). https://doi.org/10.1088/2631-8695/ae87ffen_US
dc.identifier.issn2631-8695-
dc.identifier.otherEID(2-s2.0-105045919005)-
dc.identifier.urihttps://dx.doi.org/10.1088/2631-8695/ae87ff-
dc.identifier.urihttps://dspace.iiti.ac.in:8080/jspui/handle/123456789/18929-
dc.description.abstractRecycled aggregate concrete (RAC) remains underutilised in structural applications due to excessive drying shrinkage and durability limitations associated with adhered mortar on recycled coarse aggregates (RCA). This study evaluates a thermo-mechanical (TM) treatment combining controlled moderate heating (100 °C–200 °C for 24–48 h) with mechanical abrasion (500–1000 revolutions) to improve RCA quality and the corresponding RAC performance. Eleven concrete mixtures at 50% and 100% RCA replacement were assessed for fresh properties, compressive strength, 180 d drying shrinkage, and durability indicators, water absorption, sorptivity, and rapid chloride permeability, supported by SEM–EDX–XRD characterisation and mass-loss quantification. The optimal treatment (TM-2 H: 200 °C/48 h + 1000 rev) reduced aggregate water absorption by 68% (6.15% to 1.95%), satisfying structural requirements. At the concrete scale, 180 d free shrinkage at 100% replacement decreased from 3311 µϵ to 2789 µϵ (15.8% reduction), while late-age shrinkage growth between 90 and 180 d fell from 37.7% to 5.6%, indicating improved microstructural stability. Sorptivity and chloride permeability were reduced by 31.8% and 42.5%, respectively. At 50% replacement, complete compressive strength recovery (34.4 MPa, statistically equivalent to the natural aggregate control) and full workability restoration were achieveden_US
dc.description.abstractat 100% replacement, M25 structural-grade compliance was maintained. Improvements across measured properties are consistent with adhered mortar removal reducing aggregate water absorption and refining pore structure, though direct causal linkages among individual performance indicators require further controlled validation. A techno-economic assessment confirms commercial feasibility under Indian market conditions, with the concrete-level cost premium below 20% across all sensitivity scenarios. © 2026 IOP Publishing Ltd. All rights, including for text and data mining, AI training, and similar technologies, are reserved. This article is available under the terms of the IOP-Standard License.en_US
dc.language.isoenen_US
dc.publisherInstitute of Physicsen_US
dc.sourceEngineering Research Expressen_US
dc.subjectCompliance controlen_US
dc.subjectConcrete aggregatesen_US
dc.subjectConcrete mixturesen_US
dc.subjectMortaren_US
dc.subjectPore structureen_US
dc.subjectRecyclingen_US
dc.subjectShrinkageen_US
dc.subjectSustainable developmenten_US
dc.subjectThermomechanical treatmenten_US
dc.subjectConstruction and demolition wasteen_US
dc.subjectDrying shrinkagesen_US
dc.subjectDurability enhancementen_US
dc.subjectRecycled aggregate concreteen_US
dc.subjectRecycled coarse aggregateen_US
dc.subjectShrinkage behavioren_US
dc.subjectShrinkage mitigationen_US
dc.subjectSorptivityen_US
dc.subjectSustainable concretesen_US
dc.subjectThermo-mechanical treatmentsen_US
dc.subjectCompressive strengthen_US
dc.subjectDurabilityen_US
dc.subjectWater absorptionen_US
dc.titleShrinkage behaviour and durability of recycled aggregate concrete incorporating thermo-mechanically treated coarse aggregatesen_US
dc.typeJournal Articleen_US
dc.rights.licenseAll Open Access-
dc.rights.licenseHybrid Gold Open Access-
Appears in Collections:Department of Civil Engineering

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