IJSRP, Volume 3, Issue 5, May 2013 Edition [ISSN 2250-3153]
D.O.Onwuka, L. Anyaogu, T.U. Anyanwu, C. Chijioke
In this article, a model of the compressive strength of river sand- termite soil concrete was formulated using Osadebe second degree polynomial equation. The formulated model can be used for determining the compressive strength obtainable from a given mix proportions of its constituents.
Besides, it can be used for determining the mix proportions that can yield a given or desired compressive strength of a five-component concrete containing a percentage of termite soil.