Enhancing Strength and Durability of Cement Concrete Using Metakaolin, Waste Glass, and Glass Fibres

Enhancing cement concrete's strength and durability is crucial for sustainable infrastructuredevelopment. This study investigates the effects of metakaolin (MK) and waste glass (WG) as partialcement and sand replacements, respectively, along with glass fibers (GF) on the mechanical propertiesof concrete. Five mix designs (S1–S5) were developed with varying metakaolin content (2%, 4%, 6%,8%, and 10% of cement weight), maintaining a constant 0.50% GF and optimized WG replacement.Compressive strength tests at 7, 28, and 91 days revealed a consistent improvement with increasingMK content, with S5 (10% MK) exhibiting the highest compressive strength (21.27 MPa at 7 days,28.57 MPa at 28 days, and 29.81 MPa at 91 days). Split tensile strength results followed a similartrend, with S5 achieving the maximum values across all curing periods

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Publication Details

Journal
Cuestiones de Fisioterapia
Published
2025-02-03
DOI
https://doi.org/10.48047/4sy3h144
Primary Topic
Innovative concrete reinforcement materials
Type
article
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article

Enhancing Strength and Durability of Cement Concrete Using Metakaolin, Waste Glass, and Glass Fibres

Rishabh Bajpai, Kumar Yashpal
Cuestiones de Fisioterapia
Innovative concrete reinforcement materials
article

Enhancing Strength and Durability of Cement Concrete Using Metakaolin, Waste Glass, and Glass Fibres

Rishabh Bajpai, Kumar Yashpal
article en

Abstract

Enhancing cement concrete's strength and durability is crucial for sustainable infrastructuredevelopment. This study investigates the effects of metakaolin (MK) and waste glass (WG) as partialcement and sand replacements, respectively, along with glass fibers (GF) on the mechanical propertiesof concrete. Five mix designs (S1–S5) were developed with varying metakaolin content (2%, 4%, 6%,8%, and 10% of cement weight), maintaining a constant 0.50% GF and optimized WG replacement.Compressive strength tests at 7, 28, and 91 days revealed a consistent improvement with increasingMK content, with S5 (10% MK) exhibiting the highest compressive strength (21.27 MPa at 7 days,28.57 MPa at 28 days, and 29.81 MPa at 91 days). Split tensile strength results followed a similartrend, with S5 achieving the maximum values across all curing periods

Cuestiones de FisioterapiaVol. 54(4)
Guru Kashi University (IN)
Openalex Percentile: Top 96%
Innovative concrete reinforcement materials
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