Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete: An experimental and statistical analysis

Solid waste recycling is an economically sound strategy for preserving the environment, safeguarding natural resources, and diminishing the reliance on raw material consumption. Geopolymer technology offers a significant advantage by enabling the reuse and recycling of diverse materials. This resear...

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Main Authors: Murali G., Nassar A.K., Swaminathan M., Kathirvel P., Wong L.S.
Other Authors: 57203952839
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Published: KeAi Communications Co. 2025
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spelling my.uniten.dspace-362012025-03-03T15:41:34Z Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete: An experimental and statistical analysis Murali G. Nassar A.K. Swaminathan M. Kathirvel P. Wong L.S. 57203952839 58751060100 59179132200 57871610800 55504782500 Binders Blast furnaces Compressive strength Fracture mechanics Geopolymers Glass High performance concrete Impact strength Inorganic polymers Recycling Scanning electron microscopy Silica fume Silicates Slags Sodium hydroxide Steel fibers Fibrous concrete Geopolymer Geopolymer concrete GGBFS Glass Powder Number values Raw material consumption Solid waste recycling Ultra high performance Weibull analysis Microstructure Solid waste recycling is an economically sound strategy for preserving the environment, safeguarding natural resources, and diminishing the reliance on raw material consumption. Geopolymer technology offers a significant advantage by enabling the reuse and recycling of diverse materials. This research assesses how including silica fume and glass powder enhances the impact resistance of ultra-high-performance geopolymer concrete (UHPGC). In total, 18 distinct mixtures were formulated by substituting ground granulated blast furnace slag with varying proportions of silica fume and glass powder, ranging from 10% to 40%. Similarly, for each of the mixtures above, steel fibre was added at a dosage of 1.5% to address the inherent brittleness of UHPGC. The mixtures were activated by combining sodium hydroxide and sodium silicate solution to generate geopolymer binders. The specimens were subjected to drop-weight impact testing, wherein an examination was carried out to evaluate various parameters, including flowability, density at fresh and hardened state, compressive strength, impact numbers indicative of cracking and failure occurrences, ductility index, and analysis of failure modes. Additionally, the variations in the impact test outcomes were analyzed using the Weibull distribution, and the findings corresponding to survival probability were offered. Furthermore, the microstructure of UHPGC was scrutinized through scanning electron microscopy. Findings reveal that the specimens incorporating glass powder exhibited lower cracking impact number values than those utilizing silica fume, with reductions ranging from 18.63% to 34.31%. Similarly, failure impact number values decreased from 8.26% to 28.46% across glass powder contents. The maximum compressive and impact strength was recorded in UHPGC, comprising 10% silica fume with fibres. ? 2024 China Ordnance Society Final 2025-03-03T07:41:34Z 2025-03-03T07:41:34Z 2024 Article 10.1016/j.dt.2024.05.015 2-s2.0-85196396772 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85196396772&doi=10.1016%2fj.dt.2024.05.015&partnerID=40&md5=ba66169532c294f9c636cfaed10dcf04 https://irepository.uniten.edu.my/handle/123456789/36201 41 59 81 All Open Access; Gold Open Access KeAi Communications Co. Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic Binders
Blast furnaces
Compressive strength
Fracture mechanics
Geopolymers
Glass
High performance concrete
Impact strength
Inorganic polymers
Recycling
Scanning electron microscopy
Silica fume
Silicates
Slags
Sodium hydroxide
Steel fibers
Fibrous concrete
Geopolymer
Geopolymer concrete
GGBFS
Glass Powder
Number values
Raw material consumption
Solid waste recycling
Ultra high performance
Weibull analysis
Microstructure
spellingShingle Binders
Blast furnaces
Compressive strength
Fracture mechanics
Geopolymers
Glass
High performance concrete
Impact strength
Inorganic polymers
Recycling
Scanning electron microscopy
Silica fume
Silicates
Slags
Sodium hydroxide
Steel fibers
Fibrous concrete
Geopolymer
Geopolymer concrete
GGBFS
Glass Powder
Number values
Raw material consumption
Solid waste recycling
Ultra high performance
Weibull analysis
Microstructure
Murali G.
Nassar A.K.
Swaminathan M.
Kathirvel P.
Wong L.S.
Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete: An experimental and statistical analysis
description Solid waste recycling is an economically sound strategy for preserving the environment, safeguarding natural resources, and diminishing the reliance on raw material consumption. Geopolymer technology offers a significant advantage by enabling the reuse and recycling of diverse materials. This research assesses how including silica fume and glass powder enhances the impact resistance of ultra-high-performance geopolymer concrete (UHPGC). In total, 18 distinct mixtures were formulated by substituting ground granulated blast furnace slag with varying proportions of silica fume and glass powder, ranging from 10% to 40%. Similarly, for each of the mixtures above, steel fibre was added at a dosage of 1.5% to address the inherent brittleness of UHPGC. The mixtures were activated by combining sodium hydroxide and sodium silicate solution to generate geopolymer binders. The specimens were subjected to drop-weight impact testing, wherein an examination was carried out to evaluate various parameters, including flowability, density at fresh and hardened state, compressive strength, impact numbers indicative of cracking and failure occurrences, ductility index, and analysis of failure modes. Additionally, the variations in the impact test outcomes were analyzed using the Weibull distribution, and the findings corresponding to survival probability were offered. Furthermore, the microstructure of UHPGC was scrutinized through scanning electron microscopy. Findings reveal that the specimens incorporating glass powder exhibited lower cracking impact number values than those utilizing silica fume, with reductions ranging from 18.63% to 34.31%. Similarly, failure impact number values decreased from 8.26% to 28.46% across glass powder contents. The maximum compressive and impact strength was recorded in UHPGC, comprising 10% silica fume with fibres. ? 2024 China Ordnance Society
author2 57203952839
author_facet 57203952839
Murali G.
Nassar A.K.
Swaminathan M.
Kathirvel P.
Wong L.S.
format Article
author Murali G.
Nassar A.K.
Swaminathan M.
Kathirvel P.
Wong L.S.
author_sort Murali G.
title Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete: An experimental and statistical analysis
title_short Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete: An experimental and statistical analysis
title_full Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete: An experimental and statistical analysis
title_fullStr Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete: An experimental and statistical analysis
title_full_unstemmed Effect of silica fume and glass powder for enhanced impact resistance in GGBFS-based ultra high-performance geopolymer fibrous concrete: An experimental and statistical analysis
title_sort effect of silica fume and glass powder for enhanced impact resistance in ggbfs-based ultra high-performance geopolymer fibrous concrete: an experimental and statistical analysis
publisher KeAi Communications Co.
publishDate 2025
_version_ 1825816167102545920
score 13.244413