Physico-Mechanical Impact of Different Cem Ii 42.5 MPA Cement Brands On Hardened Concrets in Cameroon

Authors

  • Kayimbo Kamga Cyrille
  • Nie Noumsi Thierry Constant
  • Sobgui Dzancham Cédric
  • Foadieng Emmanuel
  • Geh Wilson Ejuh
  • Madja Doumbaye Jeremie

Keywords:

Physico-Mechanical, strength, Concrete, Cement, Strength Class

Abstract

 Cement is defined as a hydraulic binder composed of finely ground powdered materials which, when mixed with water or a saline solution, form a plastic paste capable of binding various substances as it hardens. This study aims to highlight the impact of different class II cements (strength class 42.5 MPa) available on the Cameroonian market (ROBUST, CIMAF, DANGOTE, and MEDCEM) on the compressive strength of hardened concrete at different curing ages. To determine which cement brand provides the best compressive strength at maturity, a series of tests were carried out on samples from each brand, including consistency, setting time, density, compressive strength, and water absorption. The results support our hypothesis: cements are often used indiscriminately with identical dosages, based solely on their mass, in an attempt to achieve similar compressive strength outcomes. The study revealed that the finer the cement, the higher its compressive strength. Additionally, less dense cements produce lighter concretes but require more water for optimal workability, which affects the water-to-cement ratio. DANGOTE cement exhibited the highest compressive strength (29.09 MPa), followed by MEDCEM, and all the studied cements exceeded the target strength of 25 MPa at 28 days.

Author Biographies

  • Kayimbo Kamga Cyrille

    Fotso Victor University Institute of Technology, Civil Engineering Department, Research Unity of Industrial systems and Engineering Environment (UR-ISIE), University of Dschang Cameroon

  • Nie Noumsi Thierry Constant

    Fotso Victor University Institute of Technology, Civil Engineering Department, Research Unity of Industrial systems and Engineering Environment (UR-ISIE), University of Dschang Cameroon

  • Sobgui Dzancham Cédric

    Fotso Victor University Institute of Technology, Civil Engineering Department, Research Unity of Industrial systems and Engineering Environment (UR-ISIE), University of Dschang Cameroon

  • Foadieng Emmanuel

    Fotso Victor University Institute of Technology, Civil Engineering Department, Research Unity of Industrial systems and Engineering Environment (UR-ISIE), University of Dschang Cameroon

  • Geh Wilson Ejuh

    Fotso Victor University Institute of Technology, Research Unity of Industrial systems and Engineering Environment, (UR-ISIE), University of Dschang Cameroon

  • Madja Doumbaye Jeremie

    National Advanced School of Engineering, Civil Engineering Department, Yaounde, Cameroon

References

[1] A. M. Neville, Properties of Concrete, Eyrolles, 2000.

[2] AFNOR, (2002); Concrete and Concrete Constituents. Volume 1: Specifications of Concrete and its Constituents, 5th edition, Paris, 431 p.

[3] Baron J., Lesage R., December. The Composition of Hydraulic Concrete, from Laboratory to Site, Research Report of the Bridges and Roads Laboratories 64, 1976.

[4] C. Bibjocka, Design of Lightweight Structural Insulating Concretes: Application to Natural Pozzolans from Cameroon, INSA, Lyon, 1990.

[5] Chanvillard G., d’Aloia L. (1994); Prediction of Early-Age Compressive Strength of Concrete, Application of the Equivalent Time Method, Civil Engineering Laboratory Bulletin 1994, 193, 39–51.

[6] Chanvillard G., General Knowledge on Concrete Material, Ed. Aléas, 1999.

[7] CIM Béton, Building with Concrete, Ed. du Moniteur, 2000.

[8] CIMBETON, Concretes: Mix Design, Production and Implementation, Paris, 2006.

[9] D. Fokwa, Heterogeneous Materials: Experimental Analysis and Numerical Modeling through a Hierarchical Approach, Paris 6, 1992.

[10] Dupain R., Lanchon R., Saint-Arroman J.C., Aggregates, Soils, Cements and Concretes, Casteilla Editions, Paris, p. 236, 2000.

[11] Feret R., The Compactness of Hydraulic Mortars, Annales des Ponts et Chaussées, Series 7, vol. 4, 1893, pp. 5–164.

[12] G. and F. Dreux, New Guide to Concrete and its Constituents, Eyrolles, 8th edition 1998, 3rd reprint 2007

[13] Aggregates – Definitions, Compliance, Specifications, Classification Index P 18-540.

[14] Powers T.-C., The Properties of Fresh Concrete, John Wiley and Sons, New York, 1968.

[15] M. Barrioulet, C. Legrand, Experimental Evidence of Interactions between Interstitial Paste and Aggregates in the Flow of Vibrated Fresh Concrete, Materials and Construction, Vol. 19, No. 112, pp. 274–277.

[16] French Standard P18-303, (1999), Mixing Water for Concrete, Editions AFNOR.

[17] French Standard P18-555, (1990), Aggregates – Measurement of Bulk Density, Absorption Coefficient and Water Content of Sands, Editions AFNOR, Paris.

[18]Véronique Baroghel-Bouny, Characterization of Cement Pastes and Concretes: Methods, Analyses, Interpretations, Central Laboratory of Bridges and Roads, pp. 468, 1994.

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Published

2025-11-01

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Articles

How to Cite

Kayimbo Kamga Cyrille, Nie Noumsi Thierry Constant, Sobgui Dzancham Cédric, Foadieng Emmanuel, Geh Wilson Ejuh, & Madja Doumbaye Jeremie. (2025). Physico-Mechanical Impact of Different Cem Ii 42.5 MPA Cement Brands On Hardened Concrets in Cameroon. American Scientific Research Journal for Engineering, Technology, and Sciences, 103(1), 343-361. https://asrjetsjournal.org/American_Scientific_Journal/article/view/12058