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Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study
Open accessAbstract
There is a growing interest in developing environmentally-friendly substitution for Portland cement in soil stabilization. This study evaluated the feasibility of using volcanic ash (VA)-based geopolymer as an alternative soil stabilizer to cement by comparing their shear strength behavior and life cycle assessment (LCA). The effects of curing conditions, vertical confinements, binder contents, and alkali activator properties were investigated. The results revealed that regardless of the type of binder, increasing binder content changes the structure of clayey soil through aggregation, thus improves the shear resistance. The interparticle bonds developed faster at higher curing temperatures, and the interlocking of the particles increased at higher confining pressures. Based on the determined boundary conditions, the LCA suggested a comparative environmental impact for both binders to stabilize 1 m3 functional unit of clayey soil with similar shear strength.
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Metadata
- Authors
- Ghadir, P., Zamanian, M., Mahbubi-Motlagh, N., Saberian, M., Li, J., & Ranjbar, N.
- Affiliations
- Iran University of Science and Technology (IR)
- Shahid Beheshti University (IR)
- RMIT University (AU)
- Technical University of Denmark (DK)
- Corresponding author
- Ranjbar, Navid
- Venue
- Transportation Geotechnics
- Publisher
- Elsevier BV
- Published
- 2021-11
- Volume
- 31
- Pages
- 100639
- ISSN
- 2214-3912 (ISSN-L)
- OpenAlex
- W3193887373
- Cited by
- 140
- References
- 59
- Citations by year
- 2026: 20 · 2025: 35 · 2024: 25 · 2023: 31 · 2022: 25 · 2021: 4
- FWCI
- 10.73
- Type
- journal article
- Language
- en
- Open access
- hybrid
- doi.org
- Licence
- Locations
- Transportation Geotechnics (publishedVersion, cc-by)
- Strathprints: The University of Strathclyde institutional repository (University of Strathclyde) (submittedVersion)
- RMIT Research Repository (RMIT University Library) (submittedVersion, other-oa)
- Figshare (submittedVersion, cc-by)
- Technical University of Denmark, DTU Orbit (Technical University of Denmark, DTU) (submittedVersion, cc-by)
- Funders
- Iran's National Elites Foundation
- Horizon 2020
- Horizon 2020 Marie Skłodowska-Curie Actions (713683)
- 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
- volcanic ash, geopolymer, cement stabilization, soil stabilization, shear strength, life cycle assessment, clay soil, curing conditions, confining pressure, alkaline activator, binder content, cement replacement, environmental impact
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- Ghadir, P., Zamanian, M., Mahbubi-Motlagh, N., Saberian, M., Li, J., & Ranjbar, N. (2021). Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study. Transportation Geotechnics. https://doi.org/10.1016/j.trgeo.2021.100639