Estimation of UCS-FT of Dispersive Soil Stabilized with Fly Ash, Cement Clinker and GGBS by Artificial Intelligence
Integrity signals
Registry
Cites
Statistics
Claims the paper makes
Claims other papers make about this one
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 [41]
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 [41]
Chemical stabilization processes such as mixing with GGBFS and fly ash by-products can alter the compressive strength, swelling potential, and volume change properties of soil.
“It is possible to alter the compressive strength, swelling potential, and volume change properties of soil through chemical stabilization processes such as mixing with ground granulated blast furnace slag (GGBFS) and fly ash by-products, as well as mixes of any of these materials [39,40,41,42,43].”
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 [41]
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
- Sihag, P., Suthar, M., & Mohanty, S.
- Affiliations
- National Institute of Technology Kurukshetra (IN)
- Maharaja Agrasen University (IN)
- National Institute of Technology Rourkela (IN)
- Corresponding author
- Sihag, Parveen
- Venue
- Iranian Journal of Science and Technology, Transactions of Civil Engineering
- Published
- 2019-12-23
- Volume
- 45
- Issue
- 2
- Pages
- 901-912
- ISSN
- 2228-6160 (ISSN-L)
- 2364-1843
- OpenAlex
- W2994939414
- Cited by
- 37
- References
- 0
- Citations by year
- 2025: 10 · 2024: 9 · 2023: 3 · 2022: 7 · 2021: 7 · 2020: 1
- FWCI
- 2.72
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Iranian Journal of Science and Technology Transactions of Civil Engineering (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 › Safety, Risk, Reliability and Quality › Geotechnical Engineering and Analysis
- Keywords
- unconfined compressive strength, freeze-thaw, dispersive soils, soil stabilization, fly ash, cement clinker, ground granulated blast furnace slag, multivariate adaptive regression splines, group method of data handling, M5P, artificial intelligence prediction, sensitivity analysis, curing time
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.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review
