Barium sulphate and zinc oxide as reflective mineral additives in cement-slag composites for urban heat island mitigation: Effects on fresh, optical, thermal, and mechanical properties

Urban heat mitigation requires cementitious materials with high solar reflectance and strong mid-infrared emissivity. This study examines barium sulphate (BaSO 4 ) and zinc oxide (ZnO) as reflective mineral additives in grey Portland cement and cement-slag composites (0 – 15 wt% of binder, w/b = 0.45). Fresh properties, hydration, spectral reflectance (200 – 2500 nm), MIR emissivity, thermal conductivity and effusivity, Solar Reflectance Index (SRI), steady-state surface temperature, and compressive strength were measured using standardised tests and thermal modelling. BaSO 4 acted as an optically efficient, largely inert filler. Solar reflectance rose from 0.45 (control) to 0.52 at 15 wt% with MIR emissivity remaining above 0.95, and SRI rose from 39 to 53 with a corresponding reduction in modelled steady-state surface temperature, at the cost of only a small loss in workability and a limited strength penalty at higher dosages (peak 28-day strength 49.5 MPa at 1 wt% then 42.0 MPa at 15 wt% versus 45.3 MPa for the control). In contrast, ZnO caused pronounced hydration retardation and coarsening of the pore structure, leading to reduced overall solar reflectance despite some NIR gains, a substantial slump-flow reduction, and a sharp decay in 28-day strength beyond 5 wt% (to 6.2 MPa at 5 wt% and 1.0 MPa at 15 wt%). Mechanistically, BaSO 4 improves reflectance mainly through high-reflectance, inert particle scattering with limited disruption to hydration, whereas ZnO strongly perturbs hydration kinetics and porosity so that its high intrinsic lattice conductivity and NIR reflectance are outweighed by microstructural degradation. The results provide quantitative guidance for mix design of cool cementitious composites, suggesting BaSO 4 is engineering-feasible at 1 – 15 wt% (preferred 5–10 wt% for balanced performance), whereas ZnO should be restricted to ≤ 1 wt% unless retardation can be handled. • BaSO₄ improved solar reflectance from 0.45 to 0.52 at 15 wt% dosage. • MIR emissivity stayed above 0.95 across all BaSO₄ and ZnO mixes. • SRI increased from 39.2 to 53.4, lowering steady-state surface temperature. • BaSO₄ showed minor slump-flow and strength reductions at high content. • ZnO caused strong hydration retardation and major strength loss above 5 wt%.

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Publication Details

Journal
Construction and Building Materials
Published
2025-12-30
DOI
https://doi.org/10.1016/j.conbuildmat.2025.145006
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Barium sulphate and zinc oxide as reflective mineral additives in cement-slag composites for urban heat island mitigation: Effects on fresh, optical, thermal, and mechanical properties

Elena Pasternak, Arcady Dyskin, Farhad Aslani, Yifan Zhang
Construction and Building Materials
Concrete and Cement Materials Research
article

Barium sulphate and zinc oxide as reflective mineral additives in cement-slag composites for urban heat island mitigation: Effects on fresh, optical, thermal, and mechanical properties

Elena Pasternak, Arcady Dyskin, Farhad Aslani, Yifan Zhang
article en

Abstract

Urban heat mitigation requires cementitious materials with high solar reflectance and strong mid-infrared emissivity. This study examines barium sulphate (BaSO 4 ) and zinc oxide (ZnO) as reflective mineral additives in grey Portland cement and cement-slag composites (0 – 15 wt% of binder, w/b = 0.45). Fresh properties, hydration, spectral reflectance (200 – 2500 nm), MIR emissivity, thermal conductivity and effusivity, Solar Reflectance Index (SRI), steady-state surface temperature, and compressive strength were measured using standardised tests and thermal modelling. BaSO 4 acted as an optically efficient, largely inert filler. Solar reflectance rose from 0.45 (control) to 0.52 at 15 wt% with MIR emissivity remaining above 0.95, and SRI rose from 39 to 53 with a corresponding reduction in modelled steady-state surface temperature, at the cost of only a small loss in workability and a limited strength penalty at higher dosages (peak 28-day strength 49.5 MPa at 1 wt% then 42.0 MPa at 15 wt% versus 45.3 MPa for the control). In contrast, ZnO caused pronounced hydration retardation and coarsening of the pore structure, leading to reduced overall solar reflectance despite some NIR gains, a substantial slump-flow reduction, and a sharp decay in 28-day strength beyond 5 wt% (to 6.2 MPa at 5 wt% and 1.0 MPa at 15 wt%). Mechanistically, BaSO 4 improves reflectance mainly through high-reflectance, inert particle scattering with limited disruption to hydration, whereas ZnO strongly perturbs hydration kinetics and porosity so that its high intrinsic lattice conductivity and NIR reflectance are outweighed by microstructural degradation. The results provide quantitative guidance for mix design of cool cementitious composites, suggesting BaSO 4 is engineering-feasible at 1 – 15 wt% (preferred 5–10 wt% for balanced performance), whereas ZnO should be restricted to ≤ 1 wt% unless retardation can be handled. • BaSO₄ improved solar reflectance from 0.45 to 0.52 at 15 wt% dosage. • MIR emissivity stayed above 0.95 across all BaSO₄ and ZnO mixes. • SRI increased from 39.2 to 53.4, lowering steady-state surface temperature. • BaSO₄ showed minor slump-flow and strength reductions at high content. • ZnO caused strong hydration retardation and major strength loss above 5 wt%.

Construction and Building MaterialsVol. 506
The University of Western Australia (AU)
Sustainable cities and communities
Openalex Percentile: Top 36%
Concrete and Cement Materials Research
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