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Design of Very High Performance Concretes Using Local Aggregates

Received: 22 July 2013     Published: 30 August 2013
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Abstract

In recent years, appeared very high performance concretes which are the result of a more and more scientific rationalization. The use of superplasticizers, and more recently of ultrafine particles such as silica fume, has significantly minimized the amount of mixing water in concrete while improving workability. Owing to this water reduction (and thus the w/c ratio), the mechanical strength of such concretes has considerably increased. The compressive strength may exceed 80 MPa. Therefore, their use is very promising from an economic point of view and quality of civil engineering and hydraulics works. The aim of this study is to formulate a VHPC using local materials. The design approach used is the grout method. The obtained results show a clear improvement in the mechanical performance of concrete, resulting in a sufficient compressive strength to allow formwork removal at 24 h, an acceptable tensile strength and shrinkage lower than that obtained in conventional concrete.

Published in American Journal of Civil Engineering (Volume 1, Issue 2)
DOI 10.11648/j.ajce.20130102.14
Page(s) 68-73
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2013. Published by Science Publishing Group

Keywords

Very High Performance Concrete, Usual Concrete, Local Aggregates, Superplasticizers, Design, Mechanical Behavior

References
[1] F. De Larrard and Y. Malier (1989) ‘’Propriétés constructives des bétons à hautes performances’’ annales de l’ITBTP N°479.
[2] F. De Larrard,, G. Gillet and B. Canitrot, (1996) ‘’Preliminary HPC mix design study for the Grand Viaduc de Millau: an example of LCPC’s approach’’, in Proceedings of the 4th International Symposium on the Utilization of High-Strength/ High-Performance Concrete, BHP 96, Vol. 3 (eds F.de Larrard and R. Lacroix), Presses de l’ENPC, Paris, ISBN 2–85978–259–1, pp. 1323–32.
[3] B. Lothenbach, F. Winnefeld and R. Figi (2007) "The influence of superplasticizers on the hydration of Portland cement", 12th International Congress on the Chemistry of Cement, Montréal, Canada, July 8-13, 2007.
[4] Y. Malier, (1992) ; ‘’ Les bétons à hautes performances : caractérisation, durabilité, application ‘’ : Presse De l’ENPC, Paris, 673p
[5] P. C. Aîtcin (2001) ‘’ L’interaction ciment/superplastifiants: cas des polysulfonate’’ Bulletin des laboratoires des Ponts et Chaussées.
[6] P. K. Chang (2004), "An approach to optimizing mix design for properties of high-performance concrete", Cem. and Conc. Res., vol. 34, Issue 4, April 2004, pp. 623-629.
[7] P. C. Aïtcin (1995) ‘‘Developments in the application of high-performance concretes’’, Construction and building materials, Vol. 9, No. 1, pp. 13-17.
[8] A. Ezeldin, and P. C. Aïtcin, (1991) ‘’Effect of coarse aggregate on the behavior of normal and high-strength concretes’’. Technical Note in ASTM Journal Cement, Concrete, and Aggregates, 13(2), 121–4.
[9] M. Nehdi, S. Mindess and C. P. Aitcin (1998) ‘’Rheology of high-performance concrete: effect of ultrafine particles’’, Cement and Concrete Research, Vol. 28, No. 5, pp. 687–697.
[10] J. Golaszewski and J. Szwabowski, (2004) "Influence of superplasticizers on rheological behaviour of fresh cement mortars", Cem. And Conc. Res., vol. 34, Issue 2, February 2004, pp. 235-248.
[11] D. Chopin (2002), ‘’Malaxage des bétons à hautes performances et des bétons autoplaçants. Optimisation du temps de fabrication (Mixing of High Performance Concrete and Self Consolidating Concrete—Optimization of mixing time)’’, PhD thesis of Ecole Centrale de Nantes, January, (in French). Etudes et Recherches des Laboratoires des Ponts et Chaussées, OA 41, 2003, edited by LCPC, 58 bd Lefebvre, 75732 PARIS CEDEX 15.
[12] F. De Larrard, F. Bosc, C. Catherine and F. Deflo renne (1997), ‘’The AFREM method for the mix design of High Performance Concrete’’, Materials and structures, vol. 30, No. 201, RILEM, Paris, 1997 (August–September), pp. 439–446.
[13] F. De Larrard and T. Sedran (1999), ‘’Une nouvelle approche de la formulation des Bétons’’. Annales du bâtiment et des travaux publics, no.6, Décembre 1999, p. 39-54.
[14] P. C. Aïtcin, A. Neville. and P. Acker (1998), ‘’Les différents types de retrait du béton’’. Bulletin du LCPC 215, réf. 4184, mai-juin, p. 41-51.
[15] A. Haouas (2007), "Comportement au jeune âge des matériaux cimentaires. Caractérisation et modélisation chimi-hydro-mécanique du retrait". Thèse de Doctorat, ENS de Cachan, 2007.
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  • APA Style

    BELAOURA Mebarek, OUDJIT Mohamed Nadjib, BALI Abdelrahim. (2013). Design of Very High Performance Concretes Using Local Aggregates. American Journal of Civil Engineering, 1(2), 68-73. https://doi.org/10.11648/j.ajce.20130102.14

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    ACS Style

    BELAOURA Mebarek; OUDJIT Mohamed Nadjib; BALI Abdelrahim. Design of Very High Performance Concretes Using Local Aggregates. Am. J. Civ. Eng. 2013, 1(2), 68-73. doi: 10.11648/j.ajce.20130102.14

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    AMA Style

    BELAOURA Mebarek, OUDJIT Mohamed Nadjib, BALI Abdelrahim. Design of Very High Performance Concretes Using Local Aggregates. Am J Civ Eng. 2013;1(2):68-73. doi: 10.11648/j.ajce.20130102.14

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  • @article{10.11648/j.ajce.20130102.14,
      author = {BELAOURA Mebarek and OUDJIT Mohamed Nadjib and BALI Abdelrahim},
      title = {Design of Very High Performance Concretes Using Local Aggregates},
      journal = {American Journal of Civil Engineering},
      volume = {1},
      number = {2},
      pages = {68-73},
      doi = {10.11648/j.ajce.20130102.14},
      url = {https://doi.org/10.11648/j.ajce.20130102.14},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20130102.14},
      abstract = {In recent years, appeared very high performance concretes which are the result of a more and more scientific rationalization. The use of superplasticizers, and more recently of ultrafine particles such as silica fume, has significantly minimized the amount of mixing water in concrete while improving workability. Owing to this water reduction (and thus the w/c ratio), the mechanical strength of such concretes has considerably increased. The compressive strength may exceed 80 MPa. Therefore, their use is very promising from an economic point of view and quality of civil engineering and hydraulics works. The aim of this study is to formulate a VHPC using local materials. The design approach used is the grout method. The obtained results show a clear improvement in the mechanical performance of concrete, resulting in a sufficient compressive strength to allow formwork removal at 24 h, an acceptable tensile strength and shrinkage lower than that obtained in conventional concrete.},
     year = {2013}
    }
    

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    T1  - Design of Very High Performance Concretes Using Local Aggregates
    AU  - BELAOURA Mebarek
    AU  - OUDJIT Mohamed Nadjib
    AU  - BALI Abdelrahim
    Y1  - 2013/08/30
    PY  - 2013
    N1  - https://doi.org/10.11648/j.ajce.20130102.14
    DO  - 10.11648/j.ajce.20130102.14
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
    SP  - 68
    EP  - 73
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20130102.14
    AB  - In recent years, appeared very high performance concretes which are the result of a more and more scientific rationalization. The use of superplasticizers, and more recently of ultrafine particles such as silica fume, has significantly minimized the amount of mixing water in concrete while improving workability. Owing to this water reduction (and thus the w/c ratio), the mechanical strength of such concretes has considerably increased. The compressive strength may exceed 80 MPa. Therefore, their use is very promising from an economic point of view and quality of civil engineering and hydraulics works. The aim of this study is to formulate a VHPC using local materials. The design approach used is the grout method. The obtained results show a clear improvement in the mechanical performance of concrete, resulting in a sufficient compressive strength to allow formwork removal at 24 h, an acceptable tensile strength and shrinkage lower than that obtained in conventional concrete.
    VL  - 1
    IS  - 2
    ER  - 

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Author Information
  • Graduate School of Publics Works (ENSTP)

  • Faculty of Civil Engineering, University of Sciences and technology Houari Boumediene (USTHB) Bab Ezzouar Algiers Algeria

  • Civil Engineering departments, Polytechnic Graduate School (ENSP), El Harrach Algiers Algeria

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