The DOI matches its Crossref record; 3 of the 3 references it cites were found in a registry or an index.
Effect of Fly Ash on Engineering Properties of Expansive Soils
Abstract
This note presents a study of the efficacy of fly ash as an additive in improving the engineering characteristics of expansive soils. An experimental program has evaluated the effect of the fly ash content on the free swell index, swell potential, swelling pressure, plasticity, compaction, strength, and hydraulic conductivity characteristics of expansive soil. The plasticity, hydraulic conductivity and swelling properties of the blends decreased and the dry unit weight and strength increased with an increase in fly ash content. The resistance to penetration of the blends increased significantly with an increase in fly ash content for a given water content. Excellent correlation was obtained between the measured and predicted undrained shear strengths.
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Citations
Cites
Engineering Properties of Expansive Clays
Holtz, W. G., & Gibbs, H. J. (1956) · Transactions of the American Society of Civil Engineers · doi:10.1061/taceat.0007325 · Cited by 610
Foundations on Expansive Soils
(1975) · Developments in Geotechnical Engineering · doi:10.1016/b978-0-444-41393-2.x5001-7 · Cited by 586
Use of Class C Fly Ashes for the Stabilizationof an Expansive Soil
Çokça, E. (2001) · Journal of Geotechnical and Geoenvironmental Engineering · doi:10.1061/(asce)1090-0241(2001)127:7(568 · Cited by 466
Cited by
Fundamentals of soil stabilization
Firoozi, A. A., Guney Olgun, C., Firoozi, A. A., & Baghini, M. S. (2017) · International Journal of Geo-Engineering · doi:10.1186/s40703-017-0064-9 · Cited by 678
Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer
Sharma, A. K., & Sivapullaiah, P. V. (2016) · Soils and Foundations · doi:10.1016/j.sandf.2016.02.004 · Cited by 400
Stabilization of a Clayey Soil with Fly Ash and Lime: A Micro Level Investigation
Sharma, N. K., Swain, S. K., & Sahoo, U. C. (2012) · Geotechnical and Geological Engineering · doi:10.1007/s10706-012-9532-3 · Cited by 287
Behavior of expansive soils stabilized with fly ash
Zha, F., Liu, S., Du, Y., & Cui, K. (2008) · Natural Hazards · doi:10.1007/s11069-008-9236-4 · Cited by 204
Stabilization of expansive clayey soil with alkali activated binders
Syed, M., GuhaRay, A., & Kar, A. (2020) · Geotechnical and Geological Engineering · doi:10.1007/s10706-020-01461-9 · Cited by 76
Metadata
- Authors
- Phani Kumar, B. R., & Sharma, R. S.
- Venue
- Journal of Geotechnical and Geoenvironmental Engineering
- Published
- 2004-07
- Volume
- 130
- Issue
- 7
- Pages
- 764-767
- ISSN
- 1090-0241 (ISSN-L)
- 1943-5606
- DOI
- 10.1061/(asce)1090-0241(2004)130:7(764
- OpenAlex
- W2134300909
- Cited by
- 448
- References
- 3
- FWCI
- 16.10
- Type
- journal article
- Language
- en
- Open access
- closed
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- Phani Kumar, B. R., & Sharma, R. S. (2004). Effect of Fly Ash on Engineering Properties of Expansive Soils. Journal of Geotechnical and Geoenvironmental Engineering. https://doi.org/10.1061/(asce)1090-0241(2004)130%3A7(764
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Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
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