Stabilization of an Expansive Soil Using Alkali Activated Fly ash based Geopolymer
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Parhi et al. found 10 molal samples have greater 3- and 7-day strength than 12.5 and 15 molar samples, making them more cost effective.
“The 10 molal samples have a greater three- and seven-day strength than the 12.5 and 15 molar samples, which make them more cost effective than the 12.5 and 15 molal samples.”
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 [75]
Parhi et al. strength results do not adhere to ASTM D 4609.
“However, the strength results do not adhere to the ASTM D 4609 [76] standard soil stabilization criteria for road construction applications.”
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 [75]
Cited by
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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
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
- Parhi, P. S., Garanayak, L., Mahamaya, M., & Das, S. K.
- Affiliations
- Indian Institute of Technology Hyderabad (IN)
- National Institute of Technology Rourkela (IN)
- Corresponding author
- Parhi, Partha Sarathi
- Venue
- Sustainable Civil Infrastructures
- Publisher
- Springer International Publishing
- Published
- 2017-07-12
- Pages
- 36-50
- ISSN
- 2366-3405 (ISSN-L)
- 2366-3413
- OpenAlex
- W2734589279
- Cited by
- 53
- References
- 0
- Citations by year
- 2026: 4 · 2025: 9 · 2024: 7 · 2023: 8 · 2022: 10 · 2021: 6 · 2020: 7 · 2019: 2
- FWCI
- 7.38
- Type
- conference paper
- Language
- en
- Open access
- closed
- Locations
- Sustainable civil infrastructures (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Soil Stabilization
- Physical Sciences › Engineering › Civil and Structural Engineering › Concrete and Cement Materials Research
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical and construction materials studies
- Keywords
- expansive soil, soil stabilization, alkali-activated fly ash, geopolymer, sodium hydroxide, sodium silicate, unconfined compressive strength, grouting, rheological properties, setting time, industrial waste utilization, Class F fly ash
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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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