Influence of Samples Dimensions and Anisotropy on the Properties of Laterite Stone from Burkina Faso

Authors
  • Hassane Seini Moussa

    International Institute for Water and Environmental Engineering image/svg+xml
  • Abdou Lawane

    International Institute for Water and Environmental Engineering image/svg+xml
  • Décroly Djoubissie Denouwe

    International Institute for Water and Environmental Engineering image/svg+xml
Keywords:
Anisotropy, Burkina Faso, Laterite Stone, Masonry, Mechanical Properties
Abstract

The present paper expounds upon the findings of characterization studies conducted on three laterite quarries in Burkina Faso. These quarries have been deemed suitable for utilization in standardized masonry structures. Despite its abundance, the utilization of Laterite Stone (LS) as a construction material in buildings remains underutilized. Consequently, there is an absence of technical data necessary for the design of safe structures. Samples were obtained from both artisanal and mechanized quarries and subsequently submitted to laboratory analysis. A comprehensive study of the physical and mechanical properties has been conducted to dismantle the influence of the geometry of the blocks on the characteristic values, such as the compressive strength and the elastic moduli, according to different standards observed. The objective of this study is twofold: first, to ascertain the viability of this material for low-rise or mid-rise constructions, and second, to examine the impact of anisotropy on the characteristics under investigation. The dimensions of the blocks utilized in this study range from 70×70 mm² to 140×140 mm² for compression tests and from 50×50×300 mm³ to 30×100×350 mm³ for flexural tensile strength tests. The dimensions are reported with a margin of error of approximately 2 millimeters. The mineralogical composition of the LS use is primarily comprised of kaolinite, quartz, and goethite. On the one hand, the findings indicated a substantial variation in the elastic moduli and the modulus of rupture, contingent on the dimensions of the blocks. Conversely, the compressive strength values exhibited approximately 27% higher values when the load was applied in the plane perpendicular to the schistosity beds of the layers as opposed to the plane parallel to it.

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Published
2026-02-10
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Data are available by the authors upon request

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Research Article/Original Research
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Copyright (c) 2026 Hassane Seini Moussa, Abdou Lawane, Décroly Djoubissie Denouwe

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How to Cite

Moussa, H. S., Lawane, A., & Denouwe, D. D. (2026). Influence of Samples Dimensions and Anisotropy on the Properties of Laterite Stone from Burkina Faso. Steps For Civil, Constructions and Environmental Engineering, 4(1), 21-34. https://doi.org/10.61706/sccee12011223

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