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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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Kleber F. Portella

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

Bragança, Mariana O. G. P. / Hasparyk, Nicole P. / Portella, Kleber F. / Gomes Dias, Bruna / Farias, Luciana A. / Bronholo, Jeferson L. / Kuperman, Selmo C. (2023): Def-related expansion in concrete samples and blocks with nano-sio2. Dans: Construction and Building Materials, v. 384 (juin 2023).
https://doi.org/10.1016/j.conbuildmat.2023.131009
Bragança, Mariana O. G. P. / Hasparyk, Nicole P. / Bronholo, Jeferson L. / Silva, Anelize Seniski / Portella, Kleber F. / Kuperman, Selmo C. (2021): Electrochemical impedance spectroscopy and ultrasound for monitoring expansive reactions and their interactions on cement composites. Dans: Construction and Building Materials, v. 305 (octobre 2021).
https://doi.org/10.1016/j.conbuildmat.2021.124726
Kanning, Rodrigo C. / Portella, Kleber F. / Bragança, Mariana O. G. P. / Bonato, Marcelle M. / dos Santos, Jeannette C. M. (2014): Banana leaves ashes as pozzolan for concrete and mortar of Portland cement. Dans: Construction and Building Materials, v. 54 (mars 2014).
https://doi.org/10.1016/j.conbuildmat.2013.12.030
Bragança, Mariana O. G. P. / Portella, Kleber F. / Bonato, Marcelle M. / Marino, Cláudia E. B. (2014): Electrochemical impedance behavior of mortar subjected to a sulfate environment – A comparison with chloride exposure models. Dans: Construction and Building Materials, v. 68 (octobre 2014).
https://doi.org/10.1016/j.conbuildmat.2014.06.040
Bragança, Mariana O. G. P. / Portella, Kleber F. / Bonato, Marcelle M. / Alberti, Emerson / Marino, Cláudia E. B. (2016): Performance of Portland cement concretes with 1% nano-Fe 3 O 4 addition: Electrochemical stability under chloride and sulfate environments. Dans: Construction and Building Materials, v. 117 (août 2016).
https://doi.org/10.1016/j.conbuildmat.2016.05.033

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