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This study examines the geotechnical behavior of soil that is locally obtained and treated using Millet Husk Ash(MHA) and coir fiber(CF). Using four concentrations (5%, 10%, 15% and 20%) of MHA and (.5%, 1.0%, 1.5% and 2.0%)coir fiber, a number of laboratory experiments were carried out to assess the impact of these additives. These tests included the Standard Proctor, California Bearing Ratio (CBR), and Unconfined Compressive Strength (UCS) tests. To evaluate the effect of these changes on the soil's engineering qualities, the treated soil's compaction, strength, and stiffness were examined. According to the findings, adding coir fiber and Millet Husk ash significantly improves the strength, load-bearing capacity, and compaction behavior of the soil. The results demonstrate how well these materials work to enhance soil performance, offering a viable, affordable, and sustainable substitute for ground improvement—particularly in regions where soil stabilization is essential for building and infrastructure development.
Keywords:
Stabilization of soil, Millet Husk Ash, Coir Fibre, Agriculture waste, Geotechnical Properties of soil and Ecofriendly.
Cite Article:
"STABILIZATION OF CLAYEY SOIL USING MILLET HUSK ASH AND COCONUT COIR FIBRE ", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.10, Issue 6, page no.b515-b525, June-2025, Available :http://www.ijrti.org/papers/IJRTI2506161.pdf
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ISSN:
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator