Performance of alkali-activated binder-treated jute geotextile as reinforcement for subgrade stabilization
Abstract
Geotextiles are widely used for reinforcing soil, improving drainage, controlling soil erosion and embankment construction. Existing research recommends the improvement of soil in an economic and eco-friendly manner using jute geotextiles. However, jute fibres have the tendency to degrade in the acidic and alkaline environment of the soil. Jute geotextile treated with antimicrobial chemicals are used as a substitute for manmade geosynthetics, as it improves the life expectancy of jute. But these chemicals are expensive and are a potential source of leaching. The present study aims to develop a fly ash-based treatment procedure that is economic, ecologically safe as well as significantly improves the engineering and strength properties of jute as a geotextile. There is an increasing interest in the application of alkali-activated binders (AAB) in engineering practices. It is produced by the reaction between an aluminosilicate precursor (primarily Class F fly ash and/or slag) and alkali activator solution. AAB-treated jute geotextile shows that the load-bearing capacity increases by 27% approximately. The vertical permeability of sand does not vary significantly with the inclusion of AAB-treated jute. The tensile strength of jute also exhibits a marked improvement following the treatment. Thus, the technique proposed in this study has the potential for implementation in practical applications.
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Alkali-activated binders have a similar effect to cement but are less expensive to produce and more eco-friendly.
“Alkali-activated binders have a similar effect to cement but are less expensive to produce and more eco-friendly [26,27].”
From Expansive Soil Stabilization Using Alkali-Activated Fly Ash (2023) · cites this paper as [27]
NaOH corrodes clay particles and dissolves cementing material, causing the internal structure of the soil to loosen and become brittle, resulting in loss of strength.
“The NaOH will corrode the clay particles and dissolve the cementing material in them, causing the internal structure of the soil to loosen and become brittle as a whole, resulting in a loss of strength [27,34].”
From Expansive Soil Stabilization Using Alkali-Activated Fly Ash (2023) · cites this paper as [27]
The conclusion that AABS2 has the best comprehensive effect is similar to the findings of prior studies.
“This conclusion is similar to the findings in [27,35,36].”
From Expansive Soil Stabilization Using Alkali-Activated Fly Ash (2023) · cites this paper as [27]
Reducing the thickness of the double electric layer around the soil particles improves the flocculation around the clay particles.
“in the soil, reducing the thickness of the double electric layer around the soil particles, thus improving the flocculation around the clay particles [27].”
From Expansive Soil Stabilization Using Alkali-Activated Fly Ash (2023) · cites this paper as [27]
Cited by
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Expansive Soil Stabilization Using Alkali-Activated Fly Ash
Wang, H., Liu, T., Yan, C., & Wang, J. (2023) · Processes · doi:10.3390/pr11051550 · Cited by 41 · see citing works
- Authors
- Gupta, S., GuhaRay, A., Kar, A., & Komaravolu, V. P.
- Affiliations
- Birla Institute of Technology and Science - Hyderabad Campus (IN)
- Corresponding author
- GuhaRay, Anasua
- Venue
- International Journal of Geotechnical Engineering
- Publisher
- Informa UK Limited
- Published
- 2018-04-23
- Volume
- 15
- Issue
- 3
- Pages
- 299-312
- ISSN
- 1938-6362 (ISSN-L)
- 1939-7879
- OpenAlex
- W2801989352
- Cited by
- 50
- References
- 0
- Citations by year
- 2026: 4 · 2025: 4 · 2024: 21 · 2023: 2 · 2022: 5 · 2021: 5 · 2020: 6 · 2019: 3
- FWCI
- 3.03
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- International Journal of Geotechnical Engineering (publishedVersion)
- Funders
- Indian Institute of Technology Bombay
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Soil Stabilization
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical and construction materials studies
- Physical Sciences › Engineering › Civil and Structural Engineering › Grouting, Rheology, and Soil Mechanics
- Keywords
- jute geotextile, alkali-activated binders, fly ash, geotextile reinforcement, subgrade stabilization, tensile strength, vertical permeability, bearing capacity, soil improvement, leaching
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