Proposal for Ordinary Concrete Formulation from Different Cements of Strength Class 42.5R for the Informal Construction Sector — Oak Academic Publishing
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Proposal for Ordinary Concrete Formulation from Different Cements of Strength Class 42.5R for the Informal Construction Sector
Laboratory of Geographical Sciences, Civil Engineering, and Geosciences, Felix Houphouët-Boigny National Polytechnic Institute, Yamoussoukro, Côte d’Ivoire
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Training and Research Unit for Earth Sciences and Mining Resources, Laboratory of Soil, Water and Geomaterials Sciences, Felix Houphouët-Boigny University, Abidjan, Côte d’Ivoire
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Training and Research Unit for Earth Sciences and Mining Resources, Laboratory of Soil, Water and Geomaterials Sciences, Felix Houphouët-Boigny University, Abidjan, Côte d’Ivoire
1 Laboratory of Geographical Sciences, Civil Engineering, and Geosciences, Felix Houphouët-Boigny National Polytechnic Institute, Yamoussoukro, Côte d’Ivoire
2 Training and Research Unit for Earth Sciences and Mining Resources, Laboratory of Soil, Water and Geomaterials Sciences, Felix Houphouët-Boigny University, Abidjan, Côte d’Ivoire
3 Training and Research Unit for Earth Sciences and Mining Resources, Laboratory of Soil, Water and Geomaterials Sciences, Felix Houphouët-Boigny University, Abidjan, Côte d’Ivoire
Faced with the recurring collapses of residential buildings affecting the civil engineering sector in Côte d’Ivoire, this study aims to evaluate and compare the performance of 42.5R strength class cement produced by four local cement plants (BEL, CIM, CUR and GUE) within the framework of a standardized, ordinary concrete mix design (class C20/25 to C30/35). The experimental protocol consisted of the determination of the physical properties (water porosity, water absorption and dry density) and mechanical properties (splitting tensile tests, 3-point bending tensile tests and compressive strength) carried out on concrete specimens at 7, 14 and 28 days. The results show that the concretes formulated with the different cements meet the mechanical strength criteria of ordinary concretes. A comparative analysis of the results highlighted distinct performance characteristics: concrete formulated with GUE cement provided the best mechanical strength at all ages, followed by concrete made with BEL cement, which stood out for its high long-term performance. Concrete made with CIM and CUR cements also demonstrated satisfactory results, confirming their compliance with the required standards. These performance variations are attributed to differences in mineralogical composition and grind fineness of the different cements. These formulations can provide a reliable source for concrete manufacturers in the informal construction sector. This study demonstrated that local 42.5R strength class cements can indeed be used for the formulation of ordinary concrete, providing a viable and standard-compliant solution for improving the quality and durability of construction.
KeywordsFormulationConcreteAggregatesCementPhysical and Mechanical Properties
Kamana, A.A., Radoine, H. and Nyasulu, C. (2024) Urban Challenges and Strategies in African Cities—A Systematic Literature Review. City and Environment Interactions , 21, Article ID: 100132. https://doi.org/10.1016/j.cacint.2023.100132
UN-Habitat Côte d’Ivoire Country Report (2023). https://unhabitat.org/sites/default/files/2023/07/cote_divoire_country_brief_en.pdf
Planetoscope—Statistiques: Production mondiale de ciment. https://www.planetoscope.com/matieres-premieres/1708-production-mondiale-de-ciment.html
Ecofin Agency (2023) Côte d’Ivoire: Third Building Collapse in 8 Months Claims Eight Lives in Abidjan. Ecofin Agency. https://www.ecofinagency.com/public-management/0507-44697-cote-divoire-third-building-collapse-in-8-months-claims-eight-lives-in-abidjan
Bakayoko, I., Kouakou, C.H. and Serifou, M.A. (2019) Études des performances des bétons courants utilisés dans les bâtiments à Abidjan. Revue Ivoirienne des Sciences et Technologie , 34, 216-229. https://revist.net/REVIST_34/REVIST_34_14.pdf
Ngugi, H.N., Mutuku, R.N. and Gariy, Z.A. (2014) Effects of Sand Quality on Compressive Strength of Concrete: A Case of Nairobi County and Its Environs, Kenya. Open Journal of Civil Engineering , 4, 255-273. https://doi.org/10.4236/ojce.2014.43022
Ayodeji, O. (2011) An Examination of the Causes and Effects of Building Collapse in Nigeria. Journal of Design and Built Environment , 9, 37-47.
Mbuh, K.M., Nsahlai, N.L., Penka, B.J. and Fru, C.P. (2024) Analysis of the Influence of Water Qualities on the Strength of Concrete. Journal of Engineering and Applied Science , 71, Article No. 110. https://doi.org/10.1186/s44147-024-00432-8
Almeida, L., Silva, A.S., Veiga, M.d.R., Vieira, M. and Mirão, J. (2022) Physical and Mechanical Properties of Reinforced Concrete from 20th-Century Architecture Award-Winning Buildings in Lisbon (Portugal): A Contribution to the Knowledge of Their Evolution and Durability. Construction Materials , 2, 127-147. https://doi.org/10.3390/constrmater2030010
Codina, M. (2007) Les bétons bas pH Formulation, caractérisation et étude à long terme. Ph.D Thesis, Toulouse, INSA. https://theses.hal.science/tel-00199021/file/These_Maud_Codina.pdf
Oladele, S. (1985) Comportement des bétons en milieux tropicaux: Contribution à l’etude des betons en côte d’ivoire. Ph.D Thesis, Ecole Centrale de Paris. https://search.worldcat.org/fr/title/Comportement-des-betons-en-milieux-tropicaux-:-contribution-a-l'etude-des-betons-en-cote-d'ivoire/oclc/490974212
Abriak, Y., Maherzi, W., Benzerzour, M., Senouci, A. and Rivard, P. (2023) Valorization of Dredged Sediments and Recycled Concrete Aggregates in Road Subgrade Construction. Buildings , 13, Article No. 646. https://doi.org/10.3390/buildings13030646
“NF EN 1008”, Afnor EDITIONS. https://www.boutique.afnor.org/fr-fr/norme/nf-en-1008/eau-de-gachage-pour-betons-specifications-dechantillonnage-dessais-et-deval/fa027978/21631
“NF EN 12390-3”, Afnor EDITIONS. https://www.boutique.afnor.org/fr-fr/norme/nf-en-123903/essais-pour-beton-durci-partie-3-resistance-a-la-compression-des-eprouvette/fa190566/83462
“NF EN 12390-5”, Afnor EDITIONS. https://www.boutique.afnor.org/fr-fr/norme/nf-en-123905/essais-pour-beton-durci-partie-5-resistance-a-la-flexion-des-eprouvettes/fa190567/83459
“NF EN 12390-6”, Afnor EDITIONS. https://www.boutique.afnor.org/fr-fr/norme/nf-en-123906/essai-pour-beton-durci-partie-6-determination-de-la-resistance-en-traction-/fa203305/421640
Baron, J. and Ollivier, J.P. (1992) La durabilite des betons, Collection de l’association technique de l’industrie des liants hydrauliques-ecole francaise du beton. https://trid.trb.org/View/1008143
Nicolas, R.S. (2011) Approche performantielle des bétons avec métakaolins obtenus par calcination flash. Ph.D Thesis, Université Paul Sabatier, Toulouse III. https://theses.hal.science/tel-00756481v1/document
Allan, M.L. and Kukacka, L.E. (1995) Strength and Durability of Polypropylene Fibre Reinforced Grouts. Cement and Concrete Research , 25, 511-521. https://doi.org/10.1016/0008-8846(95)00040-j
Neville, A.M. (2012) Properties of Concrete. Pearson.
Brouwers, H.J.H. (2011) A Hydration Model of Portland Cement Using the Work of Powers and Brownyard. Eindhoven University of Technology. https://pure.tue.nl/ws/portalfiles/portal/9351760/hydration.pdf
Mehta, P.K. and Monteiro, P.J.M. (2014) Concrete: Microstructure, Properties, and Materials. 4th Edition, McGraw-Hill Education. https://www.accessengineeringlibrary.com/content/book/9780071797870
Martínez-García, R., Sánchez de Rojas, M.I., Jagadesh, P., López-Gayarre, F., Morándel-Pozo, J.M. and Juan-Valdes, A. (2022) Effect of Pores on the Mechanical and Durability Properties on High Strength Recycled Fine Aggregate Mortar. Case Studies in Construction Materials , 16, e01050. https://doi.org/10.1016/j.cscm.2022.e01050
Vitthal, R., Sunthar, P. and Durgaprasada Rao, C. (1995) The Generalized Proportional-Integral-Derivative (PID) Gradient Descent Back Propagation Algorithm. Neu ral Networks , 8, 563-569. https://doi.org/10.1016/0893-6080(94)00100-z
Soroka, I., Jaegermann, C.H. and Bentur, A. (1978) Short-Term Steam-Curing and Concrete Later-Age Strength. Matériaux et Constructions , 11, 93-96. https://doi.org/10.1007/bf02478955
Nguyen, V.T., Lee, S.Y., Chung, S., Moon, J. and Kim, D.J. (2021) Effects of Cement Particle Distribution on the Hydration Process of Cement Paste in Three-Dimensional Computer Simulation. Construction and Building Materials , 311, Article ID: 125322. https://doi.org/10.1016/j.conbuildmat.2021.125322
Othman, R., Jaya, R.P., Muthusamy, K., Sulaiman, M., Duraisamy, Y., Abdullah, M.M.A.B., et al . (2021) Relation between Density and Compressive Strength of Foamed Concrete. Materials , 14, Article No. 2967. https://doi.org/10.3390/ma14112967
Mindess, S., Young, J.F. and Darwin, D. (2003) Concrete. 2nd Edition, Prentice Hall.
Zhou, J., Dong, Y., Qiu, T., Lv, J., Guo, P. and Liu, X. (2025) The Microstructure and Modification of the Interfacial Transition Zone in Lightweight Aggregate Concrete: A Review. Buildings , 15, Article No. 2784. https://doi.org/10.3390/buildings15152784
Nguyen, T.D. (2013) Étude de la zone d’interphase granulats calcaires poreux-pâte de ciment: Influence des propriétés physico-mécaniques des granulats; Conséquence sur les propriétés mécaniques du mortier. Ph.D Thesis, Ecole Nationale Supérieure des Mines de Saint-Etienne. https://theses.hal.science/tel-00849595v1/document
Konin, A., François, R. and Arliguie, G. (1998) Analysis of Progressive Damage to Reinforced Ordinary and High Performance Concrete in Relation to Loading. Materials and Structures , 31, 27-35. https://doi.org/10.1007/bf02486411
Zhang, D., Liang, W., Lv, Z., Yang, C., Li, M., Bi, Y., et al . (2023) Microstructure and Mechanical Properties of Phase Change Cloud Concrete Stone Cementitious Composites. Construction and Building Materials , 409, Article ID: 134037. https://doi.org/10.1016/j.conbuildmat.2023.134037