IJCOPE Journal

UGC Logo DOI / ISO Logo

International Journal of Creative and Open Research in Engineering and Management

A Peer-Reviewed, Open-Access International Journal Supporting Multidisciplinary Research, Digital Publishing Standards, DOI Registration, and Academic Indexing.
Journal Information
ISSN: 3108-1754 (Online)
Crossref DOI: Available
ISO Certification: 9001:2015
Publication Fee: 599/- INR
Compliance: UGC Journal Norms
License: CC BY 4.0
Peer Review: Double Blind
Volume 02, Issue 05

Published on: May 2026

A COMPREHENSIVE REVIEW ON STABILIZATION OF BLACK COTTON SOIL USING SHREDDED WASTE TYRE RUBBER AND GGBS

Dadapeer D Ashritha S Aravind Jayaram

Vinay Kumar Hungund

Department of Civil Engineering Ballari Institute of Technology and Managemant Ballari Karnataka India

DOI:https://doi.org/10.55041/ijcope.v2i5.287

Article Status

Plagiarism Passed Peer Reviewed Open Access

Available Documents

Download PDF Review Report

Abstract

Black cotton soil (BCS) is an expansive soil with high swelling and shrinkage characteristics, causing significant challenges in construction. This study reviews various stabilization techniques using chemical stabilizers and sustainable materials such as shredded waste tyre rubber and Ground Granulated Blast Furnace Slag (GGBS). The effects on engineering properties like Unconfined Compressive Strength (UCS), California Bearing Ratio (CBR), and compaction are analyzed. Results indicate that cement and lime improve strength, while rubber enhances flexibility. Hybrid stabilization provides superior performance, with optimum rubber content around 5%. The study highlights sustainable, cost-effective solutions for improving black cotton soil in engineering applications.

KEYWORDS: Black cotton soil, stabilization, shredded rubber, GGBS, CBR and UCS

How to Cite this Paper

Dadapeer, , Ashritha, D., Aravind, S. & Jayaram, (2026). A Comprehensive Review on Stabilization of Black Cotton Soil Using Shredded Waste Tyre Rubber and GGBS. International Journal of Creative and Open Research in Engineering and Management, <i>02</i>(05). https://doi.org/10.55041/ijcope.v2i5.287

Dadapeer, , et al.. "A Comprehensive Review on Stabilization of Black Cotton Soil Using Shredded Waste Tyre Rubber and GGBS." International Journal of Creative and Open Research in Engineering and Management, vol. 02, no. 05, 2026, pp. . doi:https://doi.org/10.55041/ijcope.v2i5.287.

Dadapeer, ,D Ashritha,S Aravind, and Jayaram. "A Comprehensive Review on Stabilization of Black Cotton Soil Using Shredded Waste Tyre Rubber and GGBS." International Journal of Creative and Open Research in Engineering and Management 02, no. 05 (2026). https://doi.org/https://doi.org/10.55041/ijcope.v2i5.287.

Search & Index

Google Scholar Crossref DOI ResearchGate

References


  1. Ghatge, S. A., & Rakaraddi, P. G. (2014). Stabilization of black cotton soil and shedi soil using shredded rubber tyre chips. International Journal of Research in Engineering and Technology, 3(12), 23–29.

  2. International Journal for Multidisciplinary Research (2023). Stabilization of soil using shredded rubber tyre. IJFMR, 5(4), 1–6.

  3. Singh, B., & Garg, R. (2018). Use of industrial waste in soil stabilization: A review. International Journal of Civil Engineering Research, 9(2), 145–152.

  4. Sharma, R. K., & Sivapullaiah, P. V. (2016). Ground granulated blast furnace slag amended soil stabilization. Journal of Materials in Civil Engineering, 28(5), 04016010.

  5. Ingles, O. G., & Metcalf, J. B. (1972). Soil Stabilization: Principles and Practice. Butterworths, London.

  6. Sherwood, P. (1993). Soil Stabilization with Cement and Lime. Transport Research Laboratory, UK.

  7. IRC:37 (2018). Guidelines for the Design of Flexible Pavements. Indian Roads Congress, New Delhi.

  8. IS 2720 (Various Parts). Methods of Test for Soils. Bureau of Indian Standards, New Delhi.

  9. IS 4332 (Part 1–5). Methods of Test for Stabilized Soils. Bureau of Indian Standards, New Delhi.

  10. Yadav, R. K., & Tiwari, S. K. (2017). Effect of waste rubber tyres on engineering properties of soil. International Journal of Engineering Research & Technology, 6(5), 223–227.

Ethical Compliance & Review Process

  • •All submissions are screened under plagiarism detection.
  • •Review follows editorial policy.
  • •Authors retain copyright.
  • •Peer Review Type: Double-Blind Peer Review
  • •Published on: May 09 2026
CCBYNC

This article is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. You are free to share and adapt this work for non-commercial purposes with proper attribution.

View License
Back to Volume 02, Issue 05View All Issues Next Article

← Previous Article

A Comprehensive Review on Multilingual News Recommender Systems and their Challenges

Next Article →

A Comprehensive Review on Sustainable Self-Compacting Concrete Utilizing Industrial and Agricultural Wastes
Scroll to Top