Synthesis of alkali-activated uncalcined Pisha sandstone cement composites

Article

Dong, Jingliang, Zhang, Tingting, Zhu, Yingcan, Zhang, Liqing, Jiang, Yalong and Zhu, Junhua. 2021. "Synthesis of alkali-activated uncalcined Pisha sandstone cement composites." Composites Part B: Engineering. 225, pp. 1-12. https://doi.org/10.1016/j.compositesb.2021.109311
Article Title

Synthesis of alkali-activated uncalcined Pisha sandstone cement composites

ERA Journal ID4883
Article CategoryArticle
AuthorsDong, Jingliang (Author), Zhang, Tingting (Author), Zhu, Yingcan (Author), Zhang, Liqing (Author), Jiang, Yalong (Author) and Zhu, Junhua (Author)
Journal TitleComposites Part B: Engineering
Journal Citation225, pp. 1-12
Article Number109311
Number of Pages12
Year2021
PublisherElsevier
Place of PublicationUnited Kingdom
ISSN1359-8368
Digital Object Identifier (DOI)https://doi.org/10.1016/j.compositesb.2021.109311
Web Address (URL)https://www.sciencedirect.com/science/article/pii/S1359836821006855
Abstract

This work reports the utilization of natural Pisha sandstone (PS) as a new precursor to manufacture a novel alkali-activated cement. The rheological properties, compressive strength, drying shrinkage, hydration properties, CO2 emission and energy consumption of the alkali-activated uncalcined Pisha sandstone cement composites (AUPC) were investigated. AUPC mortar containing 1.0 wt% of sodium hexametaphosphate and 0.2 wt% of ligneous calcium sulfonate as plasticizers showed similar rheological properties to those of ordinary Portland cement (OPC) mortar. The compressive strength of AUPC could reach 52.7 MPa after curing at 80 °C for 12 h. The increase of activator concentration (up to 4 mol/L) and the extending of curing time (up to 12 h) significantly increased the hydration of feldspar, montmorillonite and blended slag in AUPC. This resulted in the formation of more low Al/Si ratio aluminosilicate gels, calcium silicate hydrate (C-S-H) gels, and calcium alumina silicate hydrate (C-A-S-H) gels. When the concentration of NaOH and the curing time exceeded 4 mol/L and 12 h respectively, the porosity of AUPC increased, thereby lowering the compressive strength. The 90-day drying shrinkage of the AUPC with 4 mol/L NaOH activator increased from 1.68 to 3.04 mm/m when the water-to-binder ratio increased from 0.25 to 0.45. The total CO2 emissions and energy consumption for producing AUPC were estimated to be much lower than producing OPC.

Keywordspisha sandstone, alkali-activated cement, workability, compressive strength, drying shrinkage, sustainability
ANZSRC Field of Research 2020410406. Natural resource management
400505. Construction materials
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Byline AffiliationsEast China Jiaotong University, China
Dalian University of Technology, China
Centre for Sustainable Agricultural Systems
Institution of OriginUniversity of Southern Queensland
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