Objective: In order to promote local materials in Cameroon, rattan waste is used to reinforce compressed earth blocks (CEB). The main objective of this work is to study the effect of rattan waste on the physical and mechanical properties of CEB. Methods: The raw materials, namely the soil sample and rattan waste fibers, are collected in the western region of Cameroon, more precisely in Bangangté. In the laboratory, the soil samples were analyzed; the analyses include the granulometric analysis, the Atterberg limits, and the Proctor test. Different percentages of rattan waste contents were substituted in place of sand, that is, 0%, 2%, 4%, and 6%. These different samples were characterized in the laboratory through different tests, mechanical and physical. Results: The better mechanical characteristics are obtained for blocks reinforced with 2% rattan waste, with 0.70MPa in three-point bending and 3.04MPa in compression, respectively. Thus, the presence of rattan wastes has a positive effect on the mechanical behavior of the composite by increasing its ductility compared to that of the control block. Conclusion: The mechanical properties of the compressed soil block (CSB) improve with the incorporation of rattan wastes, which are optimal for a content of 2%. However, they increase the porosity of the material and thus its sensitivity to water, on the contrary to the control CSB.
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