Influence of Portland cement and sewage sludge ash additions on metakaolin-based geopolymers

This study evaluates the impact of Portland cement (PC) and sewage sludge ash (SSA) on zeolite formation in metakaolin (MK)-based geopolymer mortars. Various parameters, including NaOH concentration and PC/SSA content, were analyzed. The mortars were cured in a thermal bath at 65°C and evaluated using compressive strength testing, thermogravimetry (TG/DTG), X-ray diffraction (XRD), and scanning electron microscopy (FESEM-EDX). The results emphasize the crucial role of NaOH concentration in zeolite formation. Mortars with 8 mol.kg -1 NaOH exhibited slower crystallization, leading to greater strength stability. Specimens containing 10% PC maintained their strength over 56 days, reaching 47.2 MPa. While SSA initially reduced compressive strength, it improved long-term performance. After 56 days, mortars with 9.5% and 19% SSA outperformed SSA-free mixes, which stabilized at 24.3 MPa, maintaining strengths of 42.5 MPa and 33.7 MPa, respectively. These findings highlight the synergistic effect of incorporating PC and SSA into MK-based geopolymer mortars, particularly for longer curing periods. Physicochemical analyses revealed that the primary binding phase, N-A-S-H, gradually transformed into zeolite Na-P1, causing strength degradation. However, the presence of calcium (from PC), iron, and sulfur (from SSA) altered the geopolymer matrix into N-(C, F, )-A-S-H, effectively delaying zeolite formation. This study demonstrates the complex interaction between PC, SSA, and zeolite formation in geopolymer mortars. By adjusting these components, it presents a viable approach to enhancing the durability and mechanical performance of MK-based geopolymers. • Metakaolin (MK) based geopolymers were doped with other cementing materials • Portland cement (PC) and sewage sludge ash (SSA) were combined with MK • Na-P1 zeolite formation in MK-based geopolymer decreased strength • PC and SSA hinder the formation of Na-P1 zeolite in MK-based geopolymer • SSA played a pivotal role in long-term curing, with minor strength loss in mortars

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Publication Details

Journal
Journal of Building Engineering
Published
2025-06-06
DOI
https://doi.org/10.1016/j.jobe.2025.113103
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
1.91

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article

Influence of Portland cement and sewage sludge ash additions on metakaolin-based geopolymers

Jorge Luís Akasaki, Mauro M. Tashima, Danilo Bordan Istuque, Lourdes Soriano et al.
2 citations
Journal of Building Engineering
Concrete and Cement Materials Research
1.91
article

Influence of Portland cement and sewage sludge ash additions on metakaolin-based geopolymers

Jorge Luís Akasaki, Mauro M. Tashima, Danilo Bordan Istuque, Lourdes Soriano, M.V. Borrachero, J. Payá, Rodrigo Garozi da Silva
article en
2 citations

Abstract

This study evaluates the impact of Portland cement (PC) and sewage sludge ash (SSA) on zeolite formation in metakaolin (MK)-based geopolymer mortars. Various parameters, including NaOH concentration and PC/SSA content, were analyzed. The mortars were cured in a thermal bath at 65°C and evaluated using compressive strength testing, thermogravimetry (TG/DTG), X-ray diffraction (XRD), and scanning electron microscopy (FESEM-EDX). The results emphasize the crucial role of NaOH concentration in zeolite formation. Mortars with 8 mol.kg -1 NaOH exhibited slower crystallization, leading to greater strength stability. Specimens containing 10% PC maintained their strength over 56 days, reaching 47.2 MPa. While SSA initially reduced compressive strength, it improved long-term performance. After 56 days, mortars with 9.5% and 19% SSA outperformed SSA-free mixes, which stabilized at 24.3 MPa, maintaining strengths of 42.5 MPa and 33.7 MPa, respectively. These findings highlight the synergistic effect of incorporating PC and SSA into MK-based geopolymer mortars, particularly for longer curing periods. Physicochemical analyses revealed that the primary binding phase, N-A-S-H, gradually transformed into zeolite Na-P1, causing strength degradation. However, the presence of calcium (from PC), iron, and sulfur (from SSA) altered the geopolymer matrix into N-(C, F, )-A-S-H, effectively delaying zeolite formation. This study demonstrates the complex interaction between PC, SSA, and zeolite formation in geopolymer mortars. By adjusting these components, it presents a viable approach to enhancing the durability and mechanical performance of MK-based geopolymers. • Metakaolin (MK) based geopolymers were doped with other cementing materials • Portland cement (PC) and sewage sludge ash (SSA) were combined with MK • Na-P1 zeolite formation in MK-based geopolymer decreased strength • PC and SSA hinder the formation of Na-P1 zeolite in MK-based geopolymer • SSA played a pivotal role in long-term curing, with minor strength loss in mortars

Journal of Building EngineeringVol. 111
Universitat Politècnica de València (ES), Universidade Estadual Paulista (Unesp) (BR)
European Commission, Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, Universitat Politècnica de València
Clean water and sanitation
Openalex Percentile: Top 15%
Concrete and Cement Materials Research
1.91
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