Utilization of novel agricultural waste ashes in self-compacting geopolymer concrete: Pumpkin shell and sugar beet ashes

This study investigated the potential of pumpkin shell ash (PSA) and sugar beet ash (SBA) as partial replacements for fly ash (FA) in self-compacting geopolymer concrete (SCGC). Twenty-one mixtures were produced using a constant binder content of 550 kg/m³ , an alkaline solution-to-binder ratio of 0.47, and 2 % superplasticizer. The concrete performance was evaluated in terms of fresh properties, mechanical strength, transport behavior, thermal resistance, and microstructure. Higher PSA and SBA contents reduced workability due to their increased surface area and water demand, whereas FA improved both flowability and mechanical strength. The 90FA–5PSA–5SBA mixture achieved the best overall performance, with a 28-day compressive strength of 110.7 MPa, splitting tensile strength of 9.1 MPa, flexural strength of 14.5 MPa, and a modulus of elasticity of 46.09 GPa. This mixture also exhibited low chloride ion penetration (275 Coulombs), minimal water permeability (1.43 × 10⁻¹¹ cm/s), and a low sorptivity coefficient (2.76 × 10⁻⁴ mm/s⁰·⁵). The compressive strength increased slightly at 200 °C (114.9 MPa) but decreased to 35.2 MPa at 800 °C. Correlation analysis identified FA as the most influential binder, while PSA and SBA enhanced performance when incorporated at optimal proportions. SEM observations confirmed a denser and more homogeneous matrix in ternary blends, demonstrating the synergistic effects of PSA and SBA on microstructural refinement. Overall, PSA and SBA demonstrated strong potential as sustainable supplementary binders for producing high-performance SCGC with improved mechanical and durability characteristics. • Developed novel SCGC using pumpkin shell ash and sugar beet ash as binders. • SCGC maintained stable flowability up to 20 % PSA + SBA replacement of fly ash. • Optimal 90FA–5PSA–5SBA mix achieved 110.7 MPa compressive strength at 28 days. • The same mix showed low permeability (1.43 × 10⁻¹¹ cm/s) and 275 coulomb charge. • SCGC retained 58.7 MPa strength at 600 °C, confirming excellent thermal stability.

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Publication Details

Journal
Construction and Building Materials
Published
2025-12-20
DOI
https://doi.org/10.1016/j.conbuildmat.2025.144926
Citations
1
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.95
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article

Utilization of novel agricultural waste ashes in self-compacting geopolymer concrete: Pumpkin shell and sugar beet ashes

Mohamed Amin, Ibrahim Saad Agwa, Abdullah M. Zeyad, Omar Mohamed Omar Ibrahim et al.
1 citations
Construction and Building Materials
Concrete and Cement Materials Research
0.95
article

Utilization of novel agricultural waste ashes in self-compacting geopolymer concrete: Pumpkin shell and sugar beet ashes

Mohamed Amin, Ibrahim Saad Agwa, Abdullah M. Zeyad, Omar Mohamed Omar Ibrahim, Mahmoud H. Abd-Elrahman, Majed A. A. Aldahdooh
article en
1 citations

Abstract

This study investigated the potential of pumpkin shell ash (PSA) and sugar beet ash (SBA) as partial replacements for fly ash (FA) in self-compacting geopolymer concrete (SCGC). Twenty-one mixtures were produced using a constant binder content of 550 kg/m³ , an alkaline solution-to-binder ratio of 0.47, and 2 % superplasticizer. The concrete performance was evaluated in terms of fresh properties, mechanical strength, transport behavior, thermal resistance, and microstructure. Higher PSA and SBA contents reduced workability due to their increased surface area and water demand, whereas FA improved both flowability and mechanical strength. The 90FA–5PSA–5SBA mixture achieved the best overall performance, with a 28-day compressive strength of 110.7 MPa, splitting tensile strength of 9.1 MPa, flexural strength of 14.5 MPa, and a modulus of elasticity of 46.09 GPa. This mixture also exhibited low chloride ion penetration (275 Coulombs), minimal water permeability (1.43 × 10⁻¹¹ cm/s), and a low sorptivity coefficient (2.76 × 10⁻⁴ mm/s⁰·⁵). The compressive strength increased slightly at 200 °C (114.9 MPa) but decreased to 35.2 MPa at 800 °C. Correlation analysis identified FA as the most influential binder, while PSA and SBA enhanced performance when incorporated at optimal proportions. SEM observations confirmed a denser and more homogeneous matrix in ternary blends, demonstrating the synergistic effects of PSA and SBA on microstructural refinement. Overall, PSA and SBA demonstrated strong potential as sustainable supplementary binders for producing high-performance SCGC with improved mechanical and durability characteristics. • Developed novel SCGC using pumpkin shell ash and sugar beet ash as binders. • SCGC maintained stable flowability up to 20 % PSA + SBA replacement of fly ash. • Optimal 90FA–5PSA–5SBA mix achieved 110.7 MPa compressive strength at 28 days. • The same mix showed low permeability (1.43 × 10⁻¹¹ cm/s) and 275 coulomb charge. • SCGC retained 58.7 MPa strength at 600 °C, confirming excellent thermal stability.

Construction and Building MaterialsVol. 506
Suez University (EG), Muscat College (OM), Jazan University (SA)
Openalex Percentile: Top 19%
Concrete and Cement Materials Research
0.95
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