Strength of concrete produced with different sources of aggregates from selected parts of Abia and Imo States of Nigeria

Abstract

Purpose

This paper aims to investigate the 28-day compressive strength of concrete produced with aggregates from different sources.

Design/methodology/approach

Coarse aggregates were crushed granite and natural local stones mined from Umunneochi, Lokpa and Uturu, Isuakwato, respectively, in Abia State, Nigeria. Fine aggregate (river sand) and another coarse aggregate (river stone) were dredged from Otammiri River in Owerri, Imo State, Nigeria. The nominal mix ratios were 1:1:2, 1:2:4 and 1:3:6, whereas the respective water–cement ratios were 0.45, 0.5, 0.55 and 0.6.

Findings

The compressive strength of granite concrete, river stone concrete and local stone concrete ranged 17.79-38.13, 15.37-34.57 and 14.17-31.96 N/mm², respectively. Compressive strength was found to increase with decreasing water–cement ratio and increasing cement content.

Practical implications

Granite concrete should be used in reinforced-concrete construction, especially when a cube compressive strength of 30 N/mm² or higher is required.

Originality/value

Granite concrete exceeded the target compressive strength for all the concrete specimens, whereas river stone concrete and local stone concrete failed to achieve the target strength for some mix proportions and water–cement ratios.

Citation

Eziefula, U.G., Opara, H.E. and Eziefula, B.I. (2020), "Strength of concrete produced with different sources of aggregates from selected parts of Abia and Imo States of Nigeria", Journal of Engineering, Design and Technology, Vol. 18 No. 5, pp. 1053-1061. https://doi.org/10.1108/JEDT-08-2019-0220