Modeling of the Compressive Strength of River Sand-Termite Soil Concrete Using Osadebe’s Second- Degree Polynomial Function

IJSRP, Volume 3, Issue 5, May 2013 Edition [ISSN 2250-3153]

Modeling of the Compressive Strength of River Sand-Termite Soil Concrete Using Osadebe’s Second- Degree Polynomial Function

D.O.Onwuka, L. Anyaogu, T.U. Anyanwu, C. Chijioke

Abstract: 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.

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D.O.Onwuka, L. Anyaogu, T.U. Anyanwu, C. Chijioke (2018); Modeling of the Compressive Strength of River Sand-Termite Soil Concrete Using Osadebe’s Second- Degree Polynomial Function; Int J Sci Res Publ 3(5) (ISSN: 2250-3153). http://www.ijsrp.org/research-paper-0513.php?rp=P171156