Evaluation of Rice Husk Ash Pozzolan on the Mechanical and Physical Properties of Cement Matrix Composites

dc.contributor.authorAcodji, Pamphile
dc.contributor.authorDOKO, KOUANDETÉ VALERY
dc.contributor.authorOlodo, E. T. Emmanuel
dc.contributor.authorDatchossa, Abbas
dc.date.accessioned2026-06-02T16:06:57Z
dc.date.available2026-06-02T16:06:57Z
dc.date.issued2020
dc.description.abstractThe present study aims to reduce the use of cement and encourage the utilization of plant biomass. The rice husk ash (loading: 2, 6, 10, 15, 25, 30, 35, 40, 45 and 50%) was used as a cement substitute. The effects of rice husk ash on the physical and mechanical properties of cement matrix composite was investigated. The results of this study show a drop in compressive strength of 19.75 to 5.10 between M0 and MR50 with a remarkable value of 17.02MPa at 10% (MR10). Likewise, we have a variation of the flexural strength from 2.96 to 0.47 between M0 and MR50 with a remarkable value of 1.87 at 10% (MR10). The material MR10 is light and can be used as a filling element.
dc.identifier.otherBECDB-8299
dc.identifier.urihttps://dspace.uac.bj/handle/123456789/7455
dc.language.isofr
dc.relation.ispartofCurrent Journal of Applied Science and Technology
dc.subjectRice husk
dc.subjectmechanical and physical properties
dc.subjectcement matrix composites
dc.subjectpozzolan
dc.titleEvaluation of Rice Husk Ash Pozzolan on the Mechanical and Physical Properties of Cement Matrix Composites
dc.typeArticle

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