The influence of relative humidity on drying shrinkage mechanisms in hybrid alkaline systems with bottom ash and rice husk ash

• Dry curing (<30% RH) increased shrinkage up to 7 times in HAC • Wet curing reduced shrinkage and refined pores below 5 nm. • 60 % RH increased mesopore volume. • Shrinkage correlated with cumulative desorption pore volume. This study investigated the influence of relative humidity (RH = 30 %, 60 %, and 90 %) on the drying shrinkage behaviour of hybrid alkaline cement (HAC) systems, composed of 30 % Portland cement and 70 % bottom ash (BA) and/or rice husk ash (RHA). At RH < 30 %, HAC mortars exhibited shrinkage strains up to 7 times higher than Portland cement, whereas curing at RH > 90 % reduced shrinkage by nearly 15-fold compared to dry conditions. The 70RHA mixture demonstrated the highest shrinkage under low RH, associated with its refined micropore structure and elevated internal surface area. Nitrogen adsorption-desorption analysis revealed that low RH hindered pore refinement, while wet curing promoted gel densification, increasing the fraction of pores below 5 nm and improving compressive strength. At intermediate RH, mesopore volume increased after 28 days, consistent with microstructural changes associated with moisture exchange processes. This work provides a combined analysis of humidity-dependent shrinkage mechanisms and pore structure evolution in hybrid alkaline systems incorporating industrial and agricultural residues. The main contribution lies in identifying two distinct shrinkage regimes governed by pore-scale mechanisms under different RH conditions, offering practical guidance for curing optimisation and dimensional stability control in sustainable cementitious materials.

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Publication Details

Journal
Results in Engineering
Published
2026-03-21
DOI
https://doi.org/10.1016/j.rineng.2026.110206
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
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article

The influence of relative humidity on drying shrinkage mechanisms in hybrid alkaline systems with bottom ash and rice husk ash

Maryah Costa de Moraes, Luís Urbano Durlo Tambara Júnior, Malik Cheriaf, Janaíde Cavalcante Rocha
Results in Engineering
Concrete and Cement Materials Research
article

The influence of relative humidity on drying shrinkage mechanisms in hybrid alkaline systems with bottom ash and rice husk ash

Maryah Costa de Moraes, Luís Urbano Durlo Tambara Júnior, Malik Cheriaf, Janaíde Cavalcante Rocha
article en

Abstract

• Dry curing (<30% RH) increased shrinkage up to 7 times in HAC • Wet curing reduced shrinkage and refined pores below 5 nm. • 60 % RH increased mesopore volume. • Shrinkage correlated with cumulative desorption pore volume. This study investigated the influence of relative humidity (RH = 30 %, 60 %, and 90 %) on the drying shrinkage behaviour of hybrid alkaline cement (HAC) systems, composed of 30 % Portland cement and 70 % bottom ash (BA) and/or rice husk ash (RHA). At RH < 30 %, HAC mortars exhibited shrinkage strains up to 7 times higher than Portland cement, whereas curing at RH > 90 % reduced shrinkage by nearly 15-fold compared to dry conditions. The 70RHA mixture demonstrated the highest shrinkage under low RH, associated with its refined micropore structure and elevated internal surface area. Nitrogen adsorption-desorption analysis revealed that low RH hindered pore refinement, while wet curing promoted gel densification, increasing the fraction of pores below 5 nm and improving compressive strength. At intermediate RH, mesopore volume increased after 28 days, consistent with microstructural changes associated with moisture exchange processes. This work provides a combined analysis of humidity-dependent shrinkage mechanisms and pore structure evolution in hybrid alkaline systems incorporating industrial and agricultural residues. The main contribution lies in identifying two distinct shrinkage regimes governed by pore-scale mechanisms under different RH conditions, offering practical guidance for curing optimisation and dimensional stability control in sustainable cementitious materials.

Results in EngineeringVol. 30
Federal Institute For Materials Research and Testing (DE), Universidade Federal de Santa Catarina (BR)
Zero hunger
Openalex Percentile: Top 14%
Concrete and Cement Materials Research
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