Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 16, No. 61 (2022)

Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete

Author and affiliation details
  • Faisal Abdelrahman Hashem SALEH Corresponding author Materials, Soils and Thermal Laboratory (LMST), Department of Civil Engineering, University of Sciences and Technology Mohamed BOUDIAF (USTO MB) faisal.saleh@univ-usto.dz
  • Nouria Kaid Materials, Soils and Thermal Laboratory (LMST), Department of Civil Engineering, University of Sciences and Technology Mohamed BOUDIAF (USTO MB)
  • Kada Ayed Materials Laboratory (LabMat), Department of Civil Engineering, The National Polytechnic School Maurice AUDIN (ENPO.M. A),
  • Djamel-Eddine Kerdal Structural Mechanics and Construction Stability Laboratory (LM2SC), Department of Civil Engineering, University of Sciences and Technology Mohamed BOUDIAF (USTO-MB)
  • Nadjib Chioukh Department of Hydraulics, University of Djillali Liabes, Sidi Bel-Abbes
  • Nordine Leklou University of Nantes, Saint Naser
DOI
10.3221/IGF-ESIS.61.06
Pages
89-107
Published
Licence
CC BY 4.0

Abstract

The aim of this research was to study the effect of incorporating waste rubber aggregates on the physical, mechanical, thermal and durability performance of Self-Compacting Sand Concrete SCSC mixtures. For this purpose, the separately developed Rubberized Self-Compacting Sand Concrete RSCSC were prepared with three fractions of rubber grains where the natural aggregates were replaced with powder rubber, sand rubber and gravel rubber and four addition ratios (5, 10, 15 and 20%) as volume rates. The performed fresh properties using slump-flow, spreading, t500, sieve stability and air-entrained content tests proved better results for the RSCSC in comparison with reference concretes. Hardened state characterization of the concretes exhibited decreases in the mechanical properties of the RSCSC but the thermal conductivity and the dynamic elastic modulus were improved. Assessment of the concrete’s durability was accomplished through determination of apparent porosity, capillary absorption. Therefore, RSCSC to be can used in structural elements of dense reinforcement and complex formwork. Furthermore, this allows promising solution to reduce the impact of waste tyres on the environment and fight pollution.

Keywords

Article history

  1. ReceivedUntil the next stage: 48 days
  2. RevisedUntil the next stage: 19 days
  3. AcceptedUntil the next stage: 76 days
  4. Published

About the authors

Faisal Abdelrahman Hashem SALEH

Faisal.A.H SALEH is a PhD. Student at the Civil Engineering Department of the University of Sciences and Technology Mohamed BOUDIAF (USTO.M.B), BP 1505, El M’Naoaur, 31000, Oran, Algeria. Laboratoire Matériaux, Sols et Thermique (LMST) member. Conducts research on materials engineering: durability of self-compacting sand concrete with a recycled aggregate (rubber aggregates) exposed to an aggressive environment; Recycling of industrial waste in concretes.

e-mails : faisal.saleh@univ-usto.dz , saleh.faisal.a.h@gmail.com (Correspondent Author)

Nouria Kaid

Nouria KAID, Engineer, Doctor, HDR, Laboratoire Matériaux, Sols et Thermique (LMST) Member and lecturer at the Civil Engineering Department of the University of Sciences and Technology Mohamed BOUDIAF (USTO.M.B), BP 1505, El M’Naouar, 31000, Oran, Algeria. Conducts research on materials engineering. Current projects are: durability of pozzolanic concretes; Study of mineral additions in concretes and geopolymers; Waste recycling; Formulation of new geopolymer binders and concretes based on eco-friendly natural materials and waste.

e-mail: nouria.kaid@usto-univ.dz , n.kaidustomb@gmail.com

Kada Ayed

Kada AYED, Engineer, Doctor, HDR, Laboratoire Matériaux (LabMat) member and Lecturer at Civil Engineering Department of the National Polytechnic School Maurice AUDIN (ENPO.M.A), BP  1523, El M’Naouar, 31000, Oran, Algeria. Conducts research on materials engineering; Structural and civil engineering; Current projects are : durability of self-compacting concrete with a recycled aggregate exposed to an aggressive environment; Rrecycling of industrial waste in concretes; Alkaline activation of pozzolan and perlite for geoplymers factories.

e-mails:  kada.ayed@enp-oran.dz , ayeddzkada@gmail.com

Djamel-Eddine Kerdal

Djamel Eddine KERDAL is the Director of Laboratoire de Mechanique des Structures et Stabilité des Constructions (LM2SC), PhD degree of the University of Sheffield and professor at the Civil Engineering Department of the University of Sciences and Technology Mohamed BOUDIAF (USTO.M.B), BP 1505, El M’Naouar, 31000, Oran, Algeria. Director of the postgraduate school of civil engineering; Former Rector of USTO.M.B; Head of Master’s graduate courses ‘Conception et Calcul des Structures’, Researcher professor in the steel and mixed structure.

 e-mail: djkerdal@yahoo.fr

 

Nadjib Chioukh

 Nadjib. CHIOUKH Professor in Department of Hydraulics, University of Djillali Liabes, Sidi Bel-Abbes, 22000, Algeria.

 e-mail: chioukh.nadji@hotmail.com

 

 

Nordine Leklou

Nordine LEKLOU Professor in Civil Engineering Department of Civil Engineering and Sustainable Construction / Member of GeM, UMR CNRS 6183, IUT de Saint-Nazaire, Université de Nantes, 44600 Saint-Nazaire, France, www.univ-nantes.fr  phone: 02-72-64-87-34 (478734).

e-mail: nordine.leklou@univ-nantes.fr

 

GeM, UMR CNRS 6183, IUT de Saint-Nazaire,Université de Nantes, 44600 Saint-Nazaire, France.

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How to cite

APA

Saleh, F. A. H., Kaid, N., Ayed, K., Kerdal, D.-E., Chioukh, N., & Leklou, N. (2022). Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete. Fracture and Structural Integrity, 16(61), 89–107. https://doi.org/10.3221/IGF-ESIS.61.06

IEEE

F. A. H. Saleh, N. Kaid, K. Ayed, D.-E. Kerdal, N. Chioukh, and N. Leklou, “Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete,” Fracture and Structural Integrity, vol. 16, no. 61, pp. 89–107, 2022, doi: 10.3221/IGF-ESIS.61.06.

MLA

Saleh, Faisal A H, et al. “Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete.” Fracture and Structural Integrity, vol. 16, no. 61, 2022, pp. 89–107. https://doi.org/10.3221/IGF-ESIS.61.06.

Chicago

Saleh, Faisal A H, Nouria Kaid, Kada Ayed, Djamel-Eddine Kerdal, Nadjib Chioukh, and Nordine Leklou. 2022. “Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete.” Fracture and Structural Integrity 16 (61): 89–107. https://doi.org/10.3221/IGF-ESIS.61.06.

Harvard

Saleh, F.A.H., Kaid, N., Ayed, K., Kerdal, D.E., Chioukh, N. and Leklou, N. (2022) ‘Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete’, Fracture and Structural Integrity, 16(61), pp. 89–107. doi: 10.3221/IGF-ESIS.61.06.

Vancouver

Saleh FAH, Kaid N, Ayed K, Kerdal DE, Chioukh N, Leklou N. Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete. Fracture and Structural Integrity. 2022;16(61):89-107. doi:10.3221/IGF-ESIS.61.06

BibTeX

@article{saleh2022, author = {Saleh, Faisal A H and Kaid, Nouria and Ayed, Kada and Kerdal, Djamel-Eddine and Chioukh, Nadjib and Leklou, Nordine}, title = {Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete}, journal = {Fracture and Structural Integrity}, year = {2022}, volume = {16}, number = {61}, pages = {89--107}, doi = {10.3221/IGF-ESIS.61.06}, url = {https://doi.org/10.3221/IGF-ESIS.61.06}, issn = {1971-8993} }

RIS

TY - JOUR AU - Saleh, Faisal A H AU - Kaid, Nouria AU - Ayed, Kada AU - Kerdal, Djamel-Eddine AU - Chioukh, Nadjib AU - Leklou, Nordine TI - Effects of rubber aggregates on the physical-mechanical, thermal and durability properties of self-compacting sand concrete JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2022 DA - 2022/06/19 VL - 16 IS - 61 SP - 89 EP - 107 DO - 10.3221/IGF-ESIS.61.06 UR - https://doi.org/10.3221/IGF-ESIS.61.06 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2022 Faisal Abdelrahman Hashem SALEH, Nouria Kaid, Kada Ayed , Djamel-Eddine Kerdal, Nadjib Chioukh, Nordine Leklou.

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

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