Effect of Glass Powder on The Geotechnical Properties of Soil A Sustainable Approach to Soil Stabilization

Abstract: Soil stabilization is an essential process in improving the engineering behavior of sub grade soil for construction activities. This study investigates the potential of using glass powder, an industrial waste product, as a sustainable soil stabilizer. Various percentages of glass powder (2%, 4%, 6%, 8%, and 10%) were added to the native soil collected from a site. Laboratory tests including Atterberg’s limits, Standard Proctor test, and California Bearing Ratio (CBR) were performed to evaluate the impact of glass powder in addition on soil properties. The results demonstrate significant improvement in CBR values and density, indicating enhanced strength and suitability for use in subgrade applications. The study concludes that glass powder can be effectively utilized in soil stabilization, promoting both engineering performance and environmental sustainability.

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Publication Details

Journal
International Journal of Latest Technology in Engineering Management & Applied Science
Published
2025-06-16
DOI
https://doi.org/10.51583/ijltemas.2025.140500064
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
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article

Effect of Glass Powder on The Geotechnical Properties of Soil A Sustainable Approach to Soil Stabilization

Dendukuri Vijaya, Mohd Khadeer, Inala Tejaswi
4 links
International Journal of Latest Technology in Engineering Management & Applied Science
Geotechnical Engineering and Soil Stabilization
article

Effect of Glass Powder on The Geotechnical Properties of Soil A Sustainable Approach to Soil Stabilization

Dendukuri Vijaya, Mohd Khadeer, Inala Tejaswi
article en

Abstract

Abstract: Soil stabilization is an essential process in improving the engineering behavior of sub grade soil for construction activities. This study investigates the potential of using glass powder, an industrial waste product, as a sustainable soil stabilizer. Various percentages of glass powder (2%, 4%, 6%, 8%, and 10%) were added to the native soil collected from a site. Laboratory tests including Atterberg’s limits, Standard Proctor test, and California Bearing Ratio (CBR) were performed to evaluate the impact of glass powder in addition on soil properties. The results demonstrate significant improvement in CBR values and density, indicating enhanced strength and suitability for use in subgrade applications. The study concludes that glass powder can be effectively utilized in soil stabilization, promoting both engineering performance and environmental sustainability.

International Journal of Latest Technology in Engineering Management & Applied ScienceVol. 14(5)
American College of Education (US)
Openalex Percentile: Top 85%
Geotechnical Engineering and Soil Stabilization
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