INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL

I. Z. Ishaq; A.B. Shehu; M. Gomina; A.S. Kofarbai

INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL

September 2024

Vol-10, Issue-5

Paper ID: 24953

ISSN: 2395-4396

Downloads: 0

Abstract & Details

Research Area

Civil engineering

Keywords

Katsi (Local Dye Residue) Stabilization Lateritic Soil

Abstract

This study investigates the impact of katsi as a stabilizer on the performance of lateritic soil. The research findings revealed that the addition of katsi significantly alters the soil's properties. Specifically, the liquid limit, shrinkage limit, and plasticity of the soil decrease with an increase in katsi content, while the plastic limit and California Bearing Ratio (CBR) increase. The Maximum Dry Density (MDD) of the lateritic soil increased from 2.07 to 2.08 g/cm³ with up to 5% katsi addition but showed a decline beyond this percentage. The Optimum Moisture Content (OMC) and CBR also improved with higher katsi content. It is recommended that up to 5% katsi is sufficient for effective soil stabilization. Further research is suggested to explore the effects of katsi on the unconfined compressive strength, shear strength, and permeability of lateritic soil.

License

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author Information

#	Name	Institute / Affiliation
1	I. Z. Ishaq	Mewar University Chittorgarh, Rajasthan India.
2	A.B. Shehu	Nigerian Building and Road Research Institute Kano ZONAL OFFICE
3	M. Gomina	Nigerian Building and Road Research Institute Kano ZONAL OFFICE
4	A.S. Kofarbai	Nigerian Building and Road Research Institute Kano ZONAL OFFICE

How to Cite

Use the following formats to cite this article in your research.

APA Style

Ishaq, I. Z., Shehu, A.B., Gomina, M., & Kofarbai, A.S. (2024). INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL. International Journal of Advance Research and Innovative Ideas In Education, 10(5), 390-398.

MLA Style

Ishaq, I. Z., et al. "INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL." International Journal of Advance Research and Innovative Ideas In Education, vol. 10, no. 5, 2024, pp. 390-398.

IEEE Style

I. Z. Ishaq, A.B. Shehu, M. Gomina, and A.S. Kofarbai, "INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL," International Journal of Advance Research and Innovative Ideas In Education, vol. 10, no. 5, pp. 390-398, 2024.

Vancouver Style

Ishaq I. Z., Shehu A.B., Gomina M., Kofarbai A.S.. INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL. International Journal of Advance Research and Innovative Ideas In Education. 2024;10(5):390-398.

Harvard Style

Ishaq, I. Z., Shehu, A.B., Gomina, M., & Kofarbai, A.S. (2024) 'INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL', International Journal of Advance Research and Innovative Ideas In Education, 10(5), pp. 390-398.

Chicago Style

Ishaq, I. Z., et al. "INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL." International Journal of Advance Research and Innovative Ideas In Education 10, no. 5 (2024): 390-398.

Turabian Style

Ishaq, I. Z., et al. "INVESTIGATING THE GEOTECHNICAL PROPERTIES OF KATSI (LOCAL DYE RESIDUE) STABILIZED LATRITIC SOIL." International Journal of Advance Research and Innovative Ideas In Education 10, no. 5 (2024): 390-398.