Influence of Some Plant Fibers on the Mechanical Performance of Composite Materials
- 1 Laboratoire de Procédés et d’Innovation Technologique, UNSTIM, Abomey, Benin
- 2 Laboratoire de Procédés et d’Innovation Technologique, UNSTIM, Abomey, Benin
- 3 Laboratoire Pluridisciplinaire de l’Enseignement Technique, UNSTIM, Abomey, Benin
- 4 Laboratoire d’Etudes et d’Essais en Génie-Civil, UNSTIM, Abomey, Benin
- 5 Laboratoire d’Etudes et d’Essais en Génie-Civil, UNSTIM, Abomey, Benin
Abstract
This work focused on the search for biobased materials capable of being used in road techniques as soil inclusions, and on studying the influence of their incorporation on the characteristic parameters of pavement layers. To this end, pineapple, cyperus and imperata plant fibers, due to their endemic availability, were used as reinforcement on sourced materials, notably bar soil, lateritic gravel and silty sand. Complete identification and mechanical tests (Proctor and CBR) were carried out on materials in their natural state (soil) and on composite materials (soil + plant fibers) in the laboratory to determine their classification in road geotechnics, their compaction parameters and their mechanical behavior. Firstly, the various types of 2.5 cm long fibers were incorporated into the different types of soil at mass contents of 1% and 2%. This part of the study showed that the pineapple fiber composite incorporated into class A2 bar soil offered the best results, with a 38% gain in CBR index compared with the natural soil. Pineapple fibers incorporated at 1% in lateritic gravel raise the CBR value of the reinforced soil to 10% of the CBR value of the natural soil and to 7% for silty sand.
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