Six different phosphoric acid solutions with molar concentrations 4, 6, 8, 10, 12 and 14 M were prepared by dilution of commercial phosphoric acid in distilled water. The obtained phosphoric acid solutions were used for producing metakaolin-phosphate-based geopolymer cements. These geopolymer cements were obtained by adding each fresh prepared phosphoric acid solution to metakaolin with a mass ratio phosphoric acid solution/metakaolin = 0.80. It was observed in the infrared spectra of phosphoric acid solutions 8, 10, 12 and 14 M, the absorption bands at 875–879 and 949–972 cm− 1 which are assigned to H2PO4−. The SEM images of geopolymer cements exhibit the presence of berlinite (AlPO4) which is dispersed in the matrix and contributes to enhancing the strength, whereas the geopolymer cements from phosphoric acid solution with 14 M are heterogeneous microstructures. The compressive strength of phosphate-based geopolymer cements was between 36.4 and 93.8 MPa; it increased with increasing the concentration of phosphoric acid solutions up to 10 M. It can be concluded that the most convenient concentration of phosphoric acid solution required for producing phosphate-based geopolymer cements with good mechanical properties is around 10 M.

Influence of the molar concentration of phosphoric acid solution on the properties of metakaolin-phosphate-based geopolymer cements / Tchakoute, H.K., Ruscher, C.H., Kamseu, E., Andreola, F., Leonelli, C.. - In: APPLIED CLAY SCIENCE. - ISSN 0169-1317. - 147:(2017), pp. 184-194. [10.1016/j.clay.2017.07.036]

Influence of the molar concentration of phosphoric acid solution on the properties of metakaolin-phosphate-based geopolymer cements

Kamseu E.
Data Curation
;
Andreola F.
Data Curation
;
Leonelli C.
Resources
2017

Abstract

Six different phosphoric acid solutions with molar concentrations 4, 6, 8, 10, 12 and 14 M were prepared by dilution of commercial phosphoric acid in distilled water. The obtained phosphoric acid solutions were used for producing metakaolin-phosphate-based geopolymer cements. These geopolymer cements were obtained by adding each fresh prepared phosphoric acid solution to metakaolin with a mass ratio phosphoric acid solution/metakaolin = 0.80. It was observed in the infrared spectra of phosphoric acid solutions 8, 10, 12 and 14 M, the absorption bands at 875–879 and 949–972 cm− 1 which are assigned to H2PO4−. The SEM images of geopolymer cements exhibit the presence of berlinite (AlPO4) which is dispersed in the matrix and contributes to enhancing the strength, whereas the geopolymer cements from phosphoric acid solution with 14 M are heterogeneous microstructures. The compressive strength of phosphate-based geopolymer cements was between 36.4 and 93.8 MPa; it increased with increasing the concentration of phosphoric acid solutions up to 10 M. It can be concluded that the most convenient concentration of phosphoric acid solution required for producing phosphate-based geopolymer cements with good mechanical properties is around 10 M.
2017
Inglese
147
184
194
Berlinite; Compressive strength; Geopolymer cements; Metakaolin; Microstructure; Phosphoric acid solutions
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info:eu-repo/semantics/article
Contributo su RIVISTA::Articolo su rivista
262
Influence of the molar concentration of phosphoric acid solution on the properties of metakaolin-phosphate-based geopolymer cements / Tchakoute, H.K., Ruscher, C.H., Kamseu, E., Andreola, F., Leonelli, C.. - In: APPLIED CLAY SCIENCE. - ISSN 0169-1317. - 147:(2017), pp. 184-194. [10.1016/j.clay.2017.07.036]
Tchakoute, H. K.; Ruscher, C. H.; Kamseu, E.; Andreola, F.; Leonelli, C.
5
   Attività inserita nel Reaserch Agreement signed between Local Material Promotion Authority (MIPROMALO), Yaoundé, Cameroon, and the Department of Engineering “Enzo Ferrari”, University of Modena and Reggio Emilia, Modena, Italy. Reaserch Agreement signed between the Department of Inorganic Chemistry, Faculty of Science, University of Yaounde I, Yaoundé, Cameroon, and the Department of Engineering “Enzo Ferrari”, University of Modena and Reggio Emilia, Modena, Italy.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11380/1200534
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