Impact of nanoparticles on the performance of metakaolin-based geopolymer composites

被引:0
作者
Kamal, Hamza M. [1 ]
Kadhim, Mohammed J. [1 ]
Hasan, Layla M. [1 ]
机构
[1] Mustansiriyah Univ, Mat Engn Dept, Baghdad, Iraq
关键词
geopolymer; mortar; nanoparticles; silica; silicon carbide; metakaolin; composite;
D O I
10.1515/jmbm-2025-0072
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Despite its growing recognition as a sustainable alternative to cement composites, geopolymer mortar faces performance limitations that hinder its practical application, prompting researchers to explore novel enhancement strategies, including incorporating nanomaterials, to improve its properties. Investigating the effects of various weight percentages (1, 2, 3, and 4%) of nano-silica and nano-silicon carbide on the density, microstructure, compressive and flexural strength, and abrasion resistance of metakaolin-based geopolymer mortar composites is the aim of this work. The experimental results carried out in this study demonstrate that nanoparticles can significantly change the properties of the geopolymer mortar. These changes caused increasing density, compressive, flexural, and tensile strengths, as well as wear resistance with improvement rates of 5.5, 44, 43, 52, and 41%, respectively, due to the changes in the microstructure of the geopolymer matrix, resulting from its incorporation. The present study showed that the addition of nanomaterials enhanced durability and resistance to environmental degradation, which means that structures will require less maintenance and fewer repairs, leading to lower environmental impact over the lifecycle of structures.
引用
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页数:13
相关论文
共 22 条
[1]   The role of nanomaterials in geopolymer concrete composites: A state-of-the-art review [J].
Ahmed, Hemn Unis A. ;
Mohammed, Azad S. ;
Mohammed, Ahmed .
JOURNAL OF BUILDING ENGINEERING, 2022, 49
[2]  
[Anonymous], 1984, Iraqi Specifications No. (45), 1984 for aggregates of natural resources used for concrete and construction
[3]  
[Anonymous], ASTM C 109/C 109M-07. Standard test method for compressive strength of hydraulic cement mortars (Designation: C 109/C 109M-07
[4]  
[Anonymous], BS EN 1338:2003. Concrete paving blocks. requirements and test methods current. 2003
[5]  
[Anonymous], 2005, STANDARD SPECIFICATI, DOI 10.1520/C0618-15
[6]  
[Anonymous], ASTM C 348-18. Standard test method for flexural strength of hydraulic-cement mortars. (Designation: C 348-18
[7]  
Arpitha BJ., 2023, Mater Today: Proc
[8]  
ASTM, ASTM C496-96
[9]   Long-term properties of self-cleaning alkali-activated slag-based mortars with titanium dioxide nanoparticles [J].
Coffetti, D. ;
Crotti, E. ;
Coppola, L. .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 392
[10]   The influence of nano-CaO and nano-Al2O3 and curing conditions on perlite based geopolymer concrete produced by the one-part mixing method [J].
Disci, Elif ;
Polat, Riza .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 346