Physico-Mechanical and Durability Characterization of Eco-Ternary Cementitious Binder Containing Calcined Clay/Rice Husk Ash and Recycled Glass Powder.

calcined clay cement durability mechanical property pozzolanic reaction recycled glass powder rice husk ash

Journal

Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929

Informations de publication

Date de publication:
01 Nov 2023
Historique:
received: 28 07 2023
revised: 02 10 2023
accepted: 05 10 2023
medline: 14 11 2023
pubmed: 14 11 2023
entrez: 14 11 2023
Statut: epublish

Résumé

The objective of this study is to determine the influence of recycled glass powder (GP) on the physico-mechanical behavior and durability of a ternary cementitious binder containing calcined clay_metakaolin (MK) or rice husk ash (RHA). Different mortars were produced and characterized in fresh and hardened states. Reference mortars were produced using 100% cement CEM II/B-L 42.5R and 70% CEM + 30% MK or RHA. Test mortars were produced with the substitution of the MK or RHA with the GP and keeping the rate of the substitution at 30%; i.e., in ratios of 20:10, 15:15, and 20:10 of MK/RHA:GP. The water/binder weight ratio was maintained at 0.5, and the consistency of all mortars was adjusted using an admixture (superplasticizer/binder weight ratio of 0.75%). The substitution of MK and RHA with GP reduces the water demand to achieve the normal consistency of pastes and therefore increases the workability of mortars containing both binders CEM+MK+GP and CEM+RHA+GP. The substitution of MK and RHA with GP slightly reduces the compressive strength for both binders. The water-accessible porosity slightly increases for the substitution of MK and reduces for the substitution of RHA with GP. The mass losses after acid attack slightly increase with the substitution with GP, lower for the MK than the RHA up to 15% GP, but it remained far below that of 100% CEM. The results show that the substitution of MK and RHA with GP can improve the physical properties and durability of the mortars compared with that of 100% CEM, but it slightly decreases the mechanical properties due to the low rate of the pozzolanic reactivity of the GP. Further studies should seek to understand the reactivity behavior of the GP at the microstructure scale and therefore improve the mechanical performance of GP based mortar.

Identifiants

pubmed: 37959606
pii: ma16217009
doi: 10.3390/ma16217009
pmc: PMC10650818
pii:
doi:

Types de publication

Journal Article

Langues

eng

Subventions

Organisme : World Bank Group
ID : Grant D443-BF

Références

Materials (Basel). 2020 Nov 27;13(23):
pubmed: 33261126

Auteurs

Philbert Nshimiyimana (P)

Laboratoire Eco-Matériaux et Habitats Durables (LEMHaD), Institut International d'Ingénierie de l'Eau et de l'Environnement (Institut 2iE), Rue de la Science, Ouagadougou 01 BP 594, Burkina Faso.

Ulrich Franck Tameghe (UF)

Laboratoire Eco-Matériaux et Habitats Durables (LEMHaD), Institut International d'Ingénierie de l'Eau et de l'Environnement (Institut 2iE), Rue de la Science, Ouagadougou 01 BP 594, Burkina Faso.

Christian Ramadji (C)

Groupe Hydro-Géotechnique Afrique, Cité Angré Les Manguiers, Cocody, Abidjan 00225, Côte d'Ivoire.

Elodie Prud'homme (E)

MATEIS, Matériaux: Ingénierie et Science, INSA Lyon, Université de Lyon, 7, Avenue Jean Capelle, CEDEX, 69621 Villeurbanne, France.

Zengfeng Zhao (Z)

Department of Structural Engineering, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China.

Désiré Compaoré (D)

CIMBURKINA, Zone Industrielle de Kossodo, Ouagadougou 01 BP 6337, Burkina Faso.

Adamah Messan (A)

Laboratoire Eco-Matériaux et Habitats Durables (LEMHaD), Institut International d'Ingénierie de l'Eau et de l'Environnement (Institut 2iE), Rue de la Science, Ouagadougou 01 BP 594, Burkina Faso.

Classifications MeSH