Evaluating the durability, microstructure and mechanical properties of a clayey-sandy soil stabilized with copper slag-based geopolymer against wetting-drying cycles-Reference-Cited by-同舟云学术

Evaluating the durability, microstructure and mechanical properties of a clayey-sandy soil stabilized with copper slag-based geopolymer against wetting-drying cycles

Published:2021-04-20 Issue:6 Volume:80 Page:5031-5051
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Fakhrabadi Alireza,Ghadakpour Moein,Choobbasti Asskar Janalizadeh,Kutanaei Saman Soleimani

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-021-02228-z.pdf

Reference50 articles.

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2. Al-Taie A, Disfani MM, Evans R et al (2016) Swell-shrink cycles of lime stabilized expansive subgrade. Procedia Eng 143:615–622. https://doi.org/10.1016/j.proeng.2016.06.083

3. Amadi A (2010) Evaluation of changes in index properties of lateritic soil stabilized with fly ash. Leonardo Electron J Pract Technol 9:69–78

4. Arrigoni A, Pelosato R, Dotelli G et al (2017) Weathering ’ s beneficial effect on waste-stabilised rammed earth : a chemical and microstructural investigation. Constr Build Mater 140:157–166. https://doi.org/10.1016/j.conbuildmat.2017.02.009

5. ASTM (2007a) D422-63 - (Reapproved 2007) Standard Test Method for Particle-Size Analysis of Soils. ASTM International, 63(Reapproved 2007), 1–8. https://doi.org/10.1520/D0422-63R07E02.2

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