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This study is based on the use of palm kernel shells as aggregate in the manufacture of concrete. Several (0, 25, 50, 75 and 100%) substitutions were used in the volume fraction of the aggregates. In order to evaluate the effect of this substitution, the mechanical properties at 7 and 28 days for compression was determine, 28 days for bending and then the physical properties of fresh and hardened concrete are carried out. The results show that 25% replacement of aggregate at 28 days have the compressive stress of the reference concrete (which is about 41 Mpa). At 100% replacement, the resistance becomes very low (about 5.37 Mpa). However with 50% replacement, a reduction of the weight of the concrete is important (around 2000 kg/m3). It can at this level be classified as light weight concrete. Concerning the workability, between 25 and 50% of substitution allows obtaining the class 2 consistency, while between 75 and 100% in class 1, results corroborates the high rate of absorption of shells.   Key words: Palm kernel shells, concrete, workability, mechanical properties, physical properties.

Study of physico-mechanical properties of concretes based on palm kernel shells originating from the locality of Haut Nkam in Cameroon