Study of stress–strain and volume change behavior of fly ash-GBFS based geopolymer rammed earth-Reference-Cited by-同舟云学术

Study of stress–strain and volume change behavior of fly ash-GBFS based geopolymer rammed earth

Published:2021-07-14 Issue:9 Volume:80 Page:6749-6767
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Toufigh Vahab^ORCID,Karamian Mohammad Hossein,Ghasemalizadeh Saeid

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-021-02292-5.pdf

Reference65 articles.

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2. Adam AA (2004) Strength and durability properties of alkali activated slag and fly ash-based geopolymer concrete the degree of Doctor of Philosophy

3. Adi W, Vincens E, Plassiard J (2018) A hierarchical elasto-plastic constitutive model for rammed earth. Constr Build Mater 160:351–364. https://doi.org/10.1016/j.conbuildmat.2017.11.061

4. Alam I, Naseer A, Shah AA (2015) Economical stabilization of clay for earth buildings construction in rainy and flood prone areas. Constr Build Mater 77:154–159. https://doi.org/10.1016/j.conbuildmat.2014.12.046

5. ASTM International. C39/C39M-10 (2010) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken, PA; ASTM10.1007/s10064-021-02292-5International. https://doi.org/10.1520/C0039_C0039M-10

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