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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM66247
Volume:
10 |
7 |
Jul 2026
Pages:
1-13
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
CIVIL ENGINEERING
LDAH RAJKIYA ENGINEERING COLLEGE MAINPURI
CIVIL ENGINEERING
LDAH RAJKIYA ENGINEERING COLLEGE MAINPURI
CIVIL ENGINEERING
LDAH RAJKIYA ENGINEERING COLLEGE MAINPURI
CIVIL ENGINEERING
LDAH RAJKIYA ENGINEERING COLLEGE MAINPURI
CIVIL ENGINEERING
LDAH RAJKIYA ENGINEERING COLLEGE MAINPURI
Soil stability is a core issue in civil engineering, since soil strength and carrying capacity decide the success and survival of structures resting on it. In weak or problematic soils occurring in some regions, traditional methods of stabilization rely on chemical stabilizers or manufactured materials, which are expensive and environmentally harmful. This research investigates a different method of soil stabilization using sustainable, waste-derived materials jute fibre, sugarcane bagasse ash, Rice husk ash to improve the geotechnical characteristics of Black cotton soil. The objective is to evaluate the impact of these materials on the strength, compaction, and bearing properties of the soil under laboratory testing. [1] The research process involved the preparation of soil samples of different mixes of jute fibre, Rice husk ash and sugarcane bagasse ash and testing them under routine geotechnical tests. These consisted of the Standard Proctor Compaction Test, and California Bearing Ratio (CBR) Test. The outcome yielded unambiguous proof of the improvement in performance. [2] Likewise, compaction test findings revealed that Optimum Moisture Content (OMC) had risen marginally from 16.5% (natural soil) to 17.1% and 17.4% for coir-treated and coir-plus-geotextile-treated soil, respectively. The Maximum Dry Density (MDD) had correspondingly reduced from 1.68 g/cm³ to 1.63 g/cm³, reflecting the lightweight nature of the fibres and their effect on soil packing efficiency. In the CBR tests, treated soils performed better under bearing, which reflected their suitability for subgrade applications. [3] The beneficial impacts of fibre addition are due to the reinforcement mechanism, as jute fibre, Rice husk ash and sugarcane bagasse ash impart tensile strength, cause stress distribution, and limit deformation in the soil matrix. The result is enhanced structural integrity, settlement reduction, and durability. Crucially, these fibres can be biodegradable or recycled, hence they are environmentally friendly and cost-effective relative to conventional practice. [4]
KEYWORDS
· Our aim was to stabilize the Black cotton soil using jute fibre, rice husk Ash and sugarcane bagasse ash. · During experimental analysis increased value of CBR by 57.66% at 2.5 mm and 69.67% at 5mm shows increase in strength of soil. · The addition of jute fibre, SCBA, and RHA to black cotton soil significantly improved its geotechnical properties, especially California Bearing Ratio (CBR). · Jute fibre enhanced the tensile strength and ductility of the soil, reducing crack formation and increasing load resistance under unconfined conditions. · Overall, using jute fibre, SCBA, and RHA is a sustainable and cost-effective method of stabilizing problematic soils, promoting the recycling of agricultural waste and enhancing infrastructure durability.
K. S. P. C. A. K. P. Guruswamy Goud1*, “Soil Stabilization Using Waste Fibre Materials,” Journal of Ceramics and Concrete Technology, 2024. C. D. N. K. Srinivasa Rao1, “INVESTIGATIVE STUDY ON SOIL STABILIZATION USING FIBER WASTE MATERIAL,” IJARIIE-ISSN(O)-2395-4396, 2019. E. S. M. Er. Jasvir Singh1, “Soil Stabilization using Fly Ash and Rice Husk,” International Journal of Innovative Research in Science,, 2017. 2. ,. H. Y. a. N. K. Frehaileab Admasu Gidebo1, “Stabilization of expansive soil with agricultural waste additives: a review,” International Journal of Geo-engineering, 2023. M. A. J. ·. N. M. ·. J. Selvaraj1, “Application of industrial by-product waste as soil stabilising backfill,” Discover Civil Engineering, 2024. U. K. S. &. R. K. S. Jyotesh Kumar Choudhary1, “STUDY ON STABILIZATION OF SOIL USING POLYPROPYLENE FIBER WASTE,” International Research Journal of Engineering and Technology (IRJET), 2022. M. U. R. R. Mohneesh Nayal, “Soil Stabilization using Polypropylene Fiber,” International Journal of Engineering Research & Technology (IJERT), 2018. 𝑷𝒂𝒓𝒘𝒂𝒕𝒊 𝑻𝒉𝒂𝒈𝒖𝒏𝒏𝒂𝟏, “Enhancing the soils geotechnical properties by using plastic waste :A Review,” Journal For Basic Sciences, 2023. S. K. S. a. Deepak Kaushik a, “Use of coir fiber and analysis of geotechnical properties of soil,” elsevier, 2021. D. N. G. Rudramuni N*1, “STUDY ON STABILIZATION OF EXPANSIVE SOIL USING PALMYRA FIBERS,” International Research Journal of Modernization in Engineering Technology and Science, 2024.
Publication Date
7/20/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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