New Zealand pumicite as a precursor in producing alkaline cement with aluminate-based activators

This study investigates the activation of New Zealand pumicite (pumice powder) using sodium aluminate (NaAlO₂) solution, both alone and in combination with 10 M KOH solution, at various weight ratios of 1, 3, and 5, to produce alkali-activated cement. Compressive strength tests and microstructural analyses were conducted to assess the effects of activator/precursor ratios, activator type, aging time, and curing temperature (65°C for 72 hours or room temperature). The internal porosity of the pumicite played a key role in aluminosilicate phase dissolution and mobility, resulting in similar compressive strengths across different ratios. NaAlO₂ alone achieved compressive strengths of 60 MPa and 67 MPa after 4 and 65 days, respectively, while the binary solutions showed reduced strength with increased aging. Room temperature curing required almost three times the aging period to match the 28-day compressive strengths achieved after curing at 65°C for 72 hours. Microstructural analyses revealed that NaAlO₂ solution adjusted the Si/Al ratio, forming high-Al and high-Si gels as well as zeolite-A, underscoring its benefits. This study demonstrates the potential of using locally sourced New Zealand pumicite as a precursor in alkali-activated cement, particularly in regions lacking traditional industrial by-products. • Aluminate activators enhanced the alkali activation of New Zealand pumicite. • High water absorption in pumicite led to similar compressive strengths across activator ratios. • NaAlO₂ adjusted the Si/Al ratio, forming high-Al/Si gels and zeolite-A. • 90-day UCS at room temperature matched 28-day UCS at 65°C (72-hour curing).

Authors

Publication Details

Journal
Case Studies in Construction Materials
Published
2024-11-20
DOI
https://doi.org/10.1016/j.cscm.2024.e04008
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.52

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article

New Zealand pumicite as a precursor in producing alkaline cement with aluminate-based activators

M. Brook, Roohollah Kalatehjari, Elmira Khaksar Najafi, Afshin Asadi
2 citations
Case Studies in Construction Materials
Concrete and Cement Materials Research
0.52
article

New Zealand pumicite as a precursor in producing alkaline cement with aluminate-based activators

M. Brook, Roohollah Kalatehjari, Elmira Khaksar Najafi, Afshin Asadi
article en
2 citations

Abstract

This study investigates the activation of New Zealand pumicite (pumice powder) using sodium aluminate (NaAlO₂) solution, both alone and in combination with 10 M KOH solution, at various weight ratios of 1, 3, and 5, to produce alkali-activated cement. Compressive strength tests and microstructural analyses were conducted to assess the effects of activator/precursor ratios, activator type, aging time, and curing temperature (65°C for 72 hours or room temperature). The internal porosity of the pumicite played a key role in aluminosilicate phase dissolution and mobility, resulting in similar compressive strengths across different ratios. NaAlO₂ alone achieved compressive strengths of 60 MPa and 67 MPa after 4 and 65 days, respectively, while the binary solutions showed reduced strength with increased aging. Room temperature curing required almost three times the aging period to match the 28-day compressive strengths achieved after curing at 65°C for 72 hours. Microstructural analyses revealed that NaAlO₂ solution adjusted the Si/Al ratio, forming high-Al and high-Si gels as well as zeolite-A, underscoring its benefits. This study demonstrates the potential of using locally sourced New Zealand pumicite as a precursor in alkali-activated cement, particularly in regions lacking traditional industrial by-products. • Aluminate activators enhanced the alkali activation of New Zealand pumicite. • High water absorption in pumicite led to similar compressive strengths across activator ratios. • NaAlO₂ adjusted the Si/Al ratio, forming high-Al/Si gels and zeolite-A. • 90-day UCS at room temperature matched 28-day UCS at 65°C (72-hour curing).

Case Studies in Construction MaterialsVol. 21
Auckland University of Technology, New Zealand
Openalex Percentile: Top 35%
Concrete and Cement Materials Research
0.52
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