Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 16, No. 59 (2022)

Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag)

Author and affiliation details
  • Ouahab Rahim Corresponding author Materials, Geomaterials and Environment Laboratory, Department of Civil Engineering, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria ouahab.rahim@univ-annaba.org
  • Djamel Achoura Materials, Geomaterials and Environment Laboratory, Department of Civil Engineering, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria
  • Mohammed Benzerara Materials, Geomaterials and Environment Laboratory, Department of Civil Engineering, Badji Mokhtar- Annaba University, P. O. Box 12, 23000 Annaba, Algeria - Université Bretagne-Sud, UMR CNRS 6027, IRDL, F-56100 Lorient, France
  • Céline Bascoulès-Perlot Université de Pau et des Pays de l'Adour/E2S UPPA, Laboratoire des Sciences de l'Ingénieur Appliquées à la Mécanique et au Génie Electrique SIAME‐ IPRA, EA4581, 64600, Anglet, France
DOI
10.3221/IGF-ESIS.59.23
Pages
344-358
Published
Licence
CC BY 4.0
Published inVol. 16, No. 59 (2022)Go to the issue

Abstract

Le béton à hautes performances (BHP) est un béton innovant largement utilisé dans la construction moderne. De nouvelles techniques de formulation et de conception du HPC ont permis d'obtenir des performances mécaniques et une durabilité remarquables par rapport au béton conventionnel. Les principaux avantages du HPC sont liés à sa faible porosité, sa très haute résistance mécanique et son excellente durabilité. La facilité d'application du HPC est obtenue par l'utilisation combinée de superplastifiant et d'ajout de minéraux, ce qui se traduit par une augmentation significative de la résistance à la compression tout en améliorant la maniabilité et la durabilité.

L'utilisation d'un liant ternaire (ciment, fumée de silice et laitier granulé de haut fourneau broyé) dans la fabrication du HPC est une nouvelle avancée dans la construction durable qui offre des avantages économiques, techniques et écologiques.

L'objectif de ce travail de recherche était d'améliorer les propriétés physico-mécaniques du HPC à base de liant ternaire en étudiant l'influence du remplacement du ciment par du laitier granulé et des fumées de silice.

Les résultats des tests mécaniques montrent que les performances du HPC réalisé avec ces liants ternaires sont similaires au HPC témoin sans laitier granulé. Enfin, il est conclu que l'utilisation de tels liants est très bénéfique pour diminuer les problèmes environnementaux et améliorer la durabilité du HPC.

Keywords

Article history

  1. ReceivedUntil the next stage: 77 days
  2. RevisedUntil the next stage: 16 days
  3. AcceptedUntil the next stage: 42 days
  4. Published

About the authors

Mohammed Benzerara

2nd affiliation:

Université Bretagne-Sud, UMR CNRS 6027, IRDL, F-56100 Lorient, France

2nd email:

mohammed.benzerara@univ-ubs.fr

How to cite

APA

Rahim, O., Achoura, D., Benzerara, M., & Bascoulès-Perlot, C. (2021). Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag). Fracture and Structural Integrity, 16(59), 344–358. https://doi.org/10.3221/IGF-ESIS.59.23

IEEE

O. Rahim, D. Achoura, M. Benzerara, and C. Bascoulès-Perlot, “Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag),” Fracture and Structural Integrity, vol. 16, no. 59, pp. 344–358, 2021, doi: 10.3221/IGF-ESIS.59.23.

MLA

Rahim, Ouahab, et al. “Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag).” Fracture and Structural Integrity, vol. 16, no. 59, 2021, pp. 344–358. https://doi.org/10.3221/IGF-ESIS.59.23.

Chicago

Rahim, Ouahab, Djamel Achoura, Mohammed Benzerara, and Céline Bascoulès-Perlot. 2021. “Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag).” Fracture and Structural Integrity 16 (59): 344–358. https://doi.org/10.3221/IGF-ESIS.59.23.

Harvard

Rahim, O., Achoura, D., Benzerara, M. and Bascoulès-Perlot, C. (2021) ‘Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag)’, Fracture and Structural Integrity, 16(59), pp. 344–358. doi: 10.3221/IGF-ESIS.59.23.

Vancouver

Rahim O, Achoura D, Benzerara M, Bascoulès-Perlot C. Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag). Fracture and Structural Integrity. 2021;16(59):344-358. doi:10.3221/IGF-ESIS.59.23

BibTeX

@article{rahim2021, author = {Rahim, Ouahab and Achoura, Djamel and Benzerara, Mohammed and Bascoulès-Perlot, Céline}, title = {Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag)}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {16}, number = {59}, pages = {344--358}, doi = {10.3221/IGF-ESIS.59.23}, url = {https://doi.org/10.3221/IGF-ESIS.59.23}, issn = {1971-8993} }

RIS

TY - JOUR AU - Rahim, Ouahab AU - Achoura, Djamel AU - Benzerara, Mohammed AU - Bascoulès-Perlot, Céline TI - Experimental contribution to the study of the physic-mechanical behavior and durability of high-performance concretes based on ternary binder (cement, silica fume and granulated blast furnace slag) JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/12/22 VL - 16 IS - 59 SP - 344 EP - 358 DO - 10.3221/IGF-ESIS.59.23 UR - https://doi.org/10.3221/IGF-ESIS.59.23 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Ouahab Rahim, Djamel Achoura, Mohammed Benzerara, Céline Bascoulès-Perlot.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)