JOURNAL ARTICLE

EXPERIMENTAL STUDY ON THE STABILIZATION OF EXPANSIVE SOIL USING PLASTIC WASTE.

  • Published In: International Scientific Journal of Engineering & Management, 2025, v. 4, n. 6. P. 1 1 of 3

  • Database: Applied Science & Technology Source Ultimate 2 of 3

  • Authored By: Tayyiba, Sk. Mohisina; Chowdary, N. Rushwanth; Pradeep, M. Ruben 3 of 3

Abstract

The article focuses on an experimental study investigating the stabilization of expansive soil using recycled plastic waste, specifically plastic bottle strips, as an eco-friendly and cost-effective method. Expansive soils, such as black cotton soil prevalent in India, exhibit problematic swelling and shrinkage behavior that compromises structural stability. Laboratory tests including Standard Proctor compaction and California Bearing Ratio (CBR) were conducted on soil samples mixed with varying percentages and sizes of plastic strips, revealing that incorporating 0.5% plastic strips of size 30mm x 10mm by weight notably improved soil strength and bearing capacity. The study concludes that plastic waste can serve as a sustainable soil stabilizer, enhancing engineering properties while addressing plastic disposal challenges, though it recommends further research on long-term performance under field conditions.

Additional Information

  • Source:International Scientific Journal of Engineering & Management. 2025/06, Vol. 4, Issue 6, p1
  • Document Type:Article
  • Subject Area:Economics
  • Publication Date:2025
  • ISSN:25836129
  • DOI:10.55041/ISJEM04556
  • Accession Number:186757850
  • Copyright Statement:Copyright of International Scientific Journal of Engineering & Management is the property of International Scientific Journal of Engineering & Management and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

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