Collapsibility potential of gypseous soil stabilized with fly ash geopolymer; characterization and assessment
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Low calcium fly ash has less calcium oxide content and poor early activity, cannot react with silica and alumina in the soil interior, so fly ash mainly relies on pore filling and ion exchange to reduce swelling.
“Because low calcium fly ash has less calcium oxide content and poor early activity, it cannot react with silica and alumina in the soil interior, so fly ash mainly relies on pore filling and ion exchange to reduce swelling [19,32].”
From Expansive Soil Stabilization Using Alkali-Activated Fly Ash (2023) · cites this paper as [32]
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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
- Alsafi, S., Farzadnia, N., Asadi, A., & Huat, B. K.
- Affiliations
- Universiti Putra Malaysia (MY)
- Hunan University (CN)
- London South Bank University (GB)
- Corresponding author
- Farzadnia, Nima
- Asadi, Afshin
- Venue
- Construction and Building Materials
- Publisher
- Elsevier BV
- Published
- 2017-04
- Volume
- 137
- Pages
- 390-409
- ISSN
- 0950-0618 (ISSN-L)
- OpenAlex
- W2586199878
- Cited by
- 85
- References
- 0
- Citations by year
- 2026: 9 · 2025: 8 · 2024: 14 · 2023: 15 · 2022: 7 · 2021: 10 · 2020: 6 · 2019: 9 · 2018: 6 · 2017: 1
- FWCI
- 5.99
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Construction and Building Materials (publishedVersion)
- Funders
- University Putra Malaysia
- 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 › Concrete and Cement Materials Research
- Keywords
- gypseous soil, collapsibility, fly ash geopolymer, sulfate attack, geopolymerization, KOH activation, stabilized soil, permeability coefficient, geopolymer binders
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.
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