Reactions of Hydrated Lime-Saw Dust Ash Blend on the Strength Properties of Cement Concrete

Authors

  • Awodiji T.G. Chioma

  • Dimo J. Onyebuchi

  • Nwurumibe Chukwuebuka

  • Awodiji O. Olujide

  • Arimanwa I. Joan

Keywords:

hydrated lime (HL), saw dust-ash (SDA), water-cement (W/C) ratio, portland cement (PC), compressive strength, modulus of elasticity

Abstract

- This study was carried out to determine the reaction of Hydrated lime HL -Saw dust ash SDA blend on the strength properties of cement concrete Compressive strength and modulus of elasticity with respect to water-cement ratio and percentage replacements of Portland cement PC were experimented Concrete was prepared using a constant mix ratio of 1 2 4 with varying water-cement w c ratios of 0 55 0 57 0 58 0 6 and 0 65respectively Percentage replacements of port land cement with HL and SDA of 0 10 20 and 30 for HL-SDA proportions of 50 50 and 75 25 respectively were investigated Portland cement river sand granite chippings hydrated lime and saw dust ash were the materials used 150mmx150mmx150mm concrete cube sizes were adopted as specimen

How to Cite

Awodiji T.G. Chioma, Dimo J. Onyebuchi, Nwurumibe Chukwuebuka, Awodiji O. Olujide, & Arimanwa I. Joan. (2019). Reactions of Hydrated Lime-Saw Dust Ash Blend on the Strength Properties of Cement Concrete. Global Journals of Research in Engineering, 19(E3), 29–39. Retrieved from https://engineeringresearch.org/index.php/GJRE/article/view/1939

Reactions of Hydrated Lime-Saw Dust Ash Blend on the  Strength Properties of Cement Concrete

Published

2019-07-15