Enhancing the Geotechnical Properties of Black Cotton Soil with Granite Powder Addition

This study investigates the effect of adding granite powder to black cotton soil, focusing on its impact on the strength and mechanical properties of the soil. Different percentages of granite powder (5%, 10%, 15%, and 20%) were added to the soil, and various laboratory tests were performed to evaluate soil properties, including shrink-swell behavior, compaction, and Atterberg limits. The results show significant improvements in the mechanical properties of the soil, with the highest enhancement observed at a 20% granite powder addition. The study also explores the potential of granite powder to reduce soil swelling and shrinkage, enhance compaction characteristics, and increase the soil’s ability to bear load. The findings of this study contribute to understanding the potential of using granite powder as a soil stabilizer in geotechnical engineering applications, particularly for improving soil stability in construction and agricultural projects.

Authors

Publication Details

Journal
Open Journal of Civil Engineering
Published
2025-01-01
DOI
https://doi.org/10.4236/ojce.2025.154031
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
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article

Enhancing the Geotechnical Properties of Black Cotton Soil with Granite Powder Addition

Ebtihaj Abu-Elgasim, Ahmed S. Ali, Andi Arham Adam, Omer Abdelaziz et al.
Open Journal of Civil Engineering
Geotechnical Engineering and Soil Stabilization
article

Enhancing the Geotechnical Properties of Black Cotton Soil with Granite Powder Addition

Ebtihaj Abu-Elgasim, Ahmed S. Ali, Andi Arham Adam, Omer Abdelaziz, Hayat Mohammed Jemal
article en

Abstract

This study investigates the effect of adding granite powder to black cotton soil, focusing on its impact on the strength and mechanical properties of the soil. Different percentages of granite powder (5%, 10%, 15%, and 20%) were added to the soil, and various laboratory tests were performed to evaluate soil properties, including shrink-swell behavior, compaction, and Atterberg limits. The results show significant improvements in the mechanical properties of the soil, with the highest enhancement observed at a 20% granite powder addition. The study also explores the potential of granite powder to reduce soil swelling and shrinkage, enhance compaction characteristics, and increase the soil’s ability to bear load. The findings of this study contribute to understanding the potential of using granite powder as a soil stabilizer in geotechnical engineering applications, particularly for improving soil stability in construction and agricultural projects.

Open Journal of Civil EngineeringVol. 15(04)
Openalex Percentile: Top 72%
Geotechnical Engineering and Soil Stabilization
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