Stabilization of expansive subgrade soil by using fly ash
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Each is checked against this paper’s own text: does it say what the citing paper says it does?
Addition of fly ash is one method to stabilize soil because fly ash is a pozzolan that can bind to minerals in soil and make the soil stable.
“The addition of fly ash is one of the methods to stabilize soil because fly ash is a pozzolan, in which it can bind to minerals in soil and make the soil stable”
From Potential of Soil Stabilization Using Ground Granulated Blast Furnace Slag (GGBFS) and Fly Ash via Geopolymerization Method: A Review (2022) · cites this paper as [44]
Addition of fly ash reduces swell shrinkage of soil and improves soil strength.
“so as to reduce the swell shrinkage of the soil and improve soil strength [41,42,44,46,54,69,70,71,72,73].”
From Potential of Soil Stabilization Using Ground Granulated Blast Furnace Slag (GGBFS) and Fly Ash via Geopolymerization Method: A Review (2022) · cites this paper as [44]
Cited by
Sorted by citations
Abdila, S. R., Abdullah, M. M. A. B., Ahmad, R., Burduhos Nergis, D. D., Rahim, S. Z. A., Omar, M. F., Sandu, A. V., Vizureanu, P., & Syafwandi (2022) · Materials · doi:10.3390/ma15010375 · Cited by 140 · see citing works
- Authors
- Gireesh Kumar, P., & Harika, S.
- Venue
- Materials Today: Proceedings
- Publisher
- Elsevier BV
- Published
- 2021
- Volume
- 45
- Pages
- 6558-6562
- ISSN
- 2214-7853 (ISSN-L)
- OpenAlex
- W3114054102
- Cited by
- 74
- References
- 0
- Citations by year
- 2026: 14 · 2025: 19 · 2024: 10 · 2023: 14 · 2022: 13 · 2021: 4
- FWCI
- 4.42
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Materials Today Proceedings (publishedVersion)
- 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 › Mechanical Engineering › Materials Engineering and Processing
- Keywords
- expansive soil, Vertisols, fly ash stabilization, subgrade soil stabilization, California bearing ratio, unconfined compressive strength, Atterberg limits, free swell index, plasticity index, pavement subgrade, waste reuse
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
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