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Magazine of Civil Engineering
Article . 2023
Data sources: DOAJ
https://dx.doi.org/10.34910/mc...
Other literature type . 2023
Data sources: Datacite
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Alkali-activated bentonite clay-limestone cements

Authors: Rakhimova, Nailia; Morozov, Vladimir; Eskin, Alexey;

Alkali-activated bentonite clay-limestone cements

Abstract

The development of sustainable cements requires the expansion and optimization of the mineral resources base. In this study, the medium-grade bentonite clay and limestone as a promising, available, low carbon, and abundant starting materials, were investigated as binary precursors for eco-friendly non-clinker alkali-activated cements development. Properties of fresh and hardened pastes of blended alkali-activated cements were investigated by standard techniques depending on the mineralogical assemblage, fineness of precursors, formulation details. The reaction products and microstructures of alkali-activated calcined bentonite clay-limestone hardened pastes were analyzed using thermal, XRD, and SEM/EDS analyses. As a result, calcined bentonite clays at 39–47 % content of clay minerals were stated to be suitable as a primary precursor for alkali-activated cements incorporated with high loading of raw limestone. Optimum compositions consisted of 20–30 % calcined clay and 70–80 % limestone with compressive strength up to 34.2 MPa. In the designed cement calcined bentonite clay is the main reactive precursor that forms a mineral matrix sodium aluminosilicate hydrate gel N-A-S-H, whereas calcium carbonate is a much less reactive secondary precursor that participates in the formation of sodium (calcium) aluminosilicate hydrate gel N-(C)-A-S-H.

The development of sustainable cements requires the expansion and optimization of the mineral resources base. In this study, the medium-grade bentonite clay and limestone as a promising, available, low carbon, and abundant starting materials, were investigated as binary precursors for eco-friendly non-clinker alkali-activated cements development. Properties of fresh and hardened pastes of blended alkali-activated cements were investigated by standard techniques depending on the mineralogical assemblage, fineness of precursors, formulation details. The reaction products and microstructures of alkali-activated calcined bentonite clay-limestone hardened pastes were analyzed using thermal, XRD, and SEM/EDS analyses. As a result, calcined bentonite clays at 39–47 % content of clay minerals were stated to be suitable as a primary precursor for alkali-activated cements incorporated with high loading of raw limestone. Optimum compositions consisted of 20–30 % calcined clay and 70–80 % limestone with compressive strength up to 34.2 MPa. In the designed cement calcined bentonite clay is the main reactive precursor that forms a mineral matrix sodium aluminosilicate hydrate gel N-A-S-H, whereas calcium carbonate is a much less reactive secondary precursor that participates in the formation of sodium (calcium) aluminosilicate hydrate gel N-(C)-A-S-H.

Related Organizations
Keywords

mixtures, geopolymers, microstructure, TA1-2040, Engineering (General). Civil engineering (General), compressive strength, cementitious materials

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
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