Effect of additions on the self-compacting concrete's absorption

Autores/as

  • Rabehi Rachid National School of Built and Ground Work Engineering, Laboratory of Public Works Transport and Environmental Engineering (LTPiTE), ENSTP, Alger, Algeria https://orcid.org/0000-0002-9398-7291
  • Amieur Mohamed National School of Built and Ground Work Engineering, Laboratory of Public Works Transport and Environmental Engineering (LTPiTE), ENSTP, Alger, Algeria
  • Rabehi Mohamed Civil Engineering Department, University of Djelfa, 17000 Djelfa, Algeria
  • Omrane Mohammed Applied Automation and Industrial Diagnostic Laboratory, University of Djelfa, Algeria

DOI:

https://doi.org/10.18540/jcecvl9iss6pp16058-01e

Palabras clave:

Self-compacting concrete, Additions, Limestone filler, Brick waste powder, Crushed dune sand, Absorption, Uniaxial compression

Resumen

Self-compacting concretes (SCC) are unique concretes that have been developed over the past 30 years. They have the distinct property of being very fluid. Even though they have a great deal of potential for growth, they are still classified as "new concretes" today because of their modest use. SCC differs from conventional vibrated concrete (OVC) in that it is extremely flexible and does not involve the use of vibration. They can be cast in places where there is a high reinforcement density because they compact under the weight of their own mass. In order to reduce the amount of cement caused by the increase in paste volume required to allow the concrete to flow, a large volume of mineral addition is required for the formulation of self-compacting concretes. The main goal of this research was to use the capillary absorption test to determine the impact of various cementitious additions (limestone filler (Lf), brick waste powder (Br), and crushed dune sand (Sd)) by partially substituting a specific amount of Portland cement on the SCC. The findings indicate that, with the exception of brick, all self-compacting concretes produce intriguing results in terms of compressive strength and water absorption.

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Publicado

2023-06-25

Cómo citar

Rachid, R., Mohamed, A., Mohamed, R., & Mohammed, O. (2023). Effect of additions on the self-compacting concrete’s absorption. The Journal of Engineering and Exact Sciences, 9(6), 16058–01e. https://doi.org/10.18540/jcecvl9iss6pp16058-01e

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