Behavior of expansive soils stabilized with 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?
In case of high water content, expansive soil expands and bulges, making the superstructure rise; when water content is small, it rapidly depresses causing the building to settle, often leading to disasters threatening people and property.
“In the case of a high water content, the soil expands and bulges, making the superstructure rise; when the water content is small, the expansive soil will rapidly depress causing the building to settle, often leading to disasters that cause a serious threat to people and property [5][6][7].”
From Expansive Soil Stabilization Using Alkali-Activated Fly Ash (2023) · cites this paper as [6]
Cited by
Sorted by citations
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
Greinert, A., Mrówczyńska, M., & Szefner, W. (2019) · Energies · doi:10.3390/en12132569 · Cited by 17 · see citing works
- Authors
- Zha, F., Liu, S., Du, Y., & Cui, K.
- Affiliations
- Hefei University of Technology (CN)
- Southeast University (CN)
- Corresponding author
- Zha, Fusheng
- Venue
- Natural Hazards
- Published
- 2008-04-04
- Volume
- 47
- Issue
- 3
- Pages
- 509-523
- ISSN
- 0921-030X (ISSN-L)
- 1573-0840
- OpenAlex
- W2089204484
- Cited by
- 204
- References
- 0
- Citations by year
- 2026: 23 · 2025: 31 · 2024: 29 · 2023: 29 · 2022: 15 · 2021: 16 · 2020: 18 · 2019: 12 · 2018: 8 · 2017: 8 · 2016: 6 · 2015: 4 · 2014: 2 · 2013: 2 · 2012: 1
- FWCI
- 0.00
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.springer.com/tdm (tdm)
- Locations
- Natural Hazards (publishedVersion)
- RePEc: Research Papers in Economics (submittedVersion)
- 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 › Soil and Unsaturated Flow
- Keywords
- expansive soil, fly ash, soil stabilization, swelling pressure, free swell, shrinkage, curing time, unconfined compressive strength, plasticity index, industrial waste utilization
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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