Optimizing Ball Milling for High-Quality Recycled Aggregates: Examining the Mechanical Processing and Performance of Cement-Treated Bases

dc.contributor.authorChiranjeevi, K.
dc.contributor.authorRamagiri Girish, Y.
dc.contributor.authorHemanth Kumar, D.
dc.contributor.authorMulangi, R.H.
dc.contributor.authorRavi Shankar, A.U.
dc.date.accessioned2026-02-03T13:19:50Z
dc.date.issued2025
dc.description.abstractProducing superior-quality recycled aggregates from demolition waste is challenging. Over the years, mec hanical treatment methods for removing attached mortar from aggregates have evolved significantly. The studies on effective recycled coarse aggregate (RCA) processing with optimized processing parameters using ball milling and characterization of processed RCA (RCA) are limited. In this study, central composite design in the response surface method was employed to optimize control process factors (charge, revolution time, and aggregate weight) with aggregate properties as responses (percentage mortar removal, water absorption WA, specific gravity Sg, impact value IV, and abrasion value AV). The aggregate processed with optimized processing parameters exhibited superior quality with enhanced physical properties. The effect of the processing of RCA on the mechanical properties of cement-treated bases was studied by utilizing processed RCA in cement-treated recycled concrete aggregate mixes. The microstructural analysis was performed using 3D-surface topography, scanning electron microscopy, and energy dispersive spectroscopy. The test results demonstrated a 63% reduction in water absorption and an improvement in Sg, IV, and AV by 12.3%, 38%, and 23.7%, respectively. It is also found that the unconfined compressive strength and flexural strength with processed RCA are improved by 31.5% and 45.7%, respectively. Natural coarse aggregate can be completely replaced with processed RCA in cement-treated bases with the optimized processing method. © 2025 American Society of Civil Engineers.
dc.identifier.citationJournal of Transportation Engineering Part B: Pavements, 2025, 151, 2, pp. -
dc.identifier.urihttps://doi.org/10.1061/JPEODX.PVENG-1625
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/20262
dc.publisherAmerican Society of Civil Engineers (ASCE)
dc.subjectBending strength
dc.subjectCements
dc.subjectCompressive strength
dc.subjectConcrete aggregates
dc.subjectDemolition
dc.subjectMortar
dc.subjectAggregate processing
dc.subjectCement-treated basis
dc.subjectOptimizing process parameter
dc.subjectProcess parameters
dc.subjectProcessing parameters
dc.subjectProperty
dc.subjectRecycled aggregates
dc.subjectRecycled coarse aggregate
dc.subjectRecycled coarse aggregate processing
dc.subjectResponse surfaces methods
dc.subjectEnergy dispersive spectroscopy
dc.subjectmilling
dc.subjectmortar
dc.subjectoptimization
dc.subjectperformance assessment
dc.subjectresponse surface methodology
dc.subjectsustainability
dc.titleOptimizing Ball Milling for High-Quality Recycled Aggregates: Examining the Mechanical Processing and Performance of Cement-Treated Bases

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