Next-generation ultra high performance geopolymer concrete: Optimizing calcium aluminate cement clinker and nano rice husk ash for mechanical strength, durability and thermal resistance

The high demand for sustainable and durable construction materials has exposed the limitations of traditional Portland cement and standard geopolymer concrete, particularly in high-performance structural applications. Conventional geopolymer concrete formulations often fall short in meeting the stringent requirements for mechanical strength, thermal stability, and chemical resistance. To address these challenges, this research explores the use of calcium aluminate cement (CAC) clinker and nano rice husk ash (NRHA) in developing ultra-high-performance geopolymer concrete (UHPGC). Four groups of UHPGC mixtures were prepared by varying the CAC clinker content (0%, 25%, 50%, and 75%) as a partial sand replacement and NRHA (0%, 1%, 2%, and 3%) as a replacement for ground granulated blast furnace slag (GBFS). The physical, mechanical, and durability properties of the mixes were systematically evaluated. Results demonstrated that the incorporation of CAC clinker and NRHA significantly improved the compressive, splitting tensile, and flexural strengths. The optimal mix, designated as G3 (50% clinker, 50% sand, and 2% NRHA), achieved a compressive strength of 157 MPa at 91 days, a splitting tensile strength of 11.2 MPa, and a flexural strength of 17.5 MPa at 28 days. Durability tests conducted under elevated temperatures and chemical exposures (including chloride, sulfate, and nitrate solutions) confirmed the enhanced performance of the optimized mix. G3 retained 48-53% of its residual compressive strength at 800 °C and showed high resistance to sulfate and nitrate attack. G4 (75% clinker, 3% NRHA) exhibited superior resistance to chloride penetration. Microstructural analysis revealed the formation of dense C-A-S-H and N-A-S-H gels, which contributed to the improved performance. Overall, this study demonstrates the potential of CAC clinkers and NRHA to produce sustainable, high-performance geopolymer concretes suitable for demanding construction environments.

Authors

Institutions

Publication Details

Journal
Case Studies in Construction Materials
Published
2025-08-26
DOI
https://doi.org/10.1016/j.cscm.2025.e05230
Citations
6
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
5.72
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Next-generation ultra high performance geopolymer concrete: Optimizing calcium aluminate cement clinker and nano rice husk ash for mechanical strength, durability and thermal resistance

Sahar A. Mostafa, Turki S. Alahmari, Ali H. AlAteah, Beiyue Ma et al.
6 citations
Case Studies in Construction Materials
Concrete and Cement Materials Research
5.72
article

Next-generation ultra high performance geopolymer concrete: Optimizing calcium aluminate cement clinker and nano rice husk ash for mechanical strength, durability and thermal resistance

Sahar A. Mostafa, Turki S. Alahmari, Ali H. AlAteah, Beiyue Ma, Lei Zhou
article en
6 citations

Abstract

The high demand for sustainable and durable construction materials has exposed the limitations of traditional Portland cement and standard geopolymer concrete, particularly in high-performance structural applications. Conventional geopolymer concrete formulations often fall short in meeting the stringent requirements for mechanical strength, thermal stability, and chemical resistance. To address these challenges, this research explores the use of calcium aluminate cement (CAC) clinker and nano rice husk ash (NRHA) in developing ultra-high-performance geopolymer concrete (UHPGC). Four groups of UHPGC mixtures were prepared by varying the CAC clinker content (0%, 25%, 50%, and 75%) as a partial sand replacement and NRHA (0%, 1%, 2%, and 3%) as a replacement for ground granulated blast furnace slag (GBFS). The physical, mechanical, and durability properties of the mixes were systematically evaluated. Results demonstrated that the incorporation of CAC clinker and NRHA significantly improved the compressive, splitting tensile, and flexural strengths. The optimal mix, designated as G3 (50% clinker, 50% sand, and 2% NRHA), achieved a compressive strength of 157 MPa at 91 days, a splitting tensile strength of 11.2 MPa, and a flexural strength of 17.5 MPa at 28 days. Durability tests conducted under elevated temperatures and chemical exposures (including chloride, sulfate, and nitrate solutions) confirmed the enhanced performance of the optimized mix. G3 retained 48-53% of its residual compressive strength at 800 °C and showed high resistance to sulfate and nitrate attack. G4 (75% clinker, 3% NRHA) exhibited superior resistance to chloride penetration. Microstructural analysis revealed the formation of dense C-A-S-H and N-A-S-H gels, which contributed to the improved performance. Overall, this study demonstrates the potential of CAC clinkers and NRHA to produce sustainable, high-performance geopolymer concretes suitable for demanding construction environments.

Case Studies in Construction MaterialsVol. 23
Beni-Suef University (EG), Shenyang Ligong University (CN), University of Hafr Al-Batin (SA), University of Tabuk (SA)
Openalex Percentile: Top 4%
Concrete and Cement Materials Research
5.72
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.