A Study on Groundnut Husk Ash (GHA)–Concrete under Acid Attack

Journal Title: International Journal of Modern Engineering Research (IJMER) - Year 2014, Vol 4, Issue 7

Abstract

 This paper presents the findings of an investigation on the compressive strength of Groundnut Husk Ash (GHA)-Concrete and its resistance to acid attack. The GHA used was obtained by controlled burning of groundnut husk to a temperature of 600 oC and sieved through 75 µm sieve after allowing cooingl. The compressive strength of GHA-Concrete was investigated at replacement levels of 0, 5, 10, 20, 30 and 40 %, respectively by weight of cement. A total of ninety 150 mm cubes of GHA-Concrete grade 20 were tested for compressive strength at 3, 7, 28, 60 and 90 days of curing and the microstructure of GHA-Concrete samples at 0 and 10 % replacements were examined at 28 and 90 days of curing. Also, thirty six 100 mm cubes were subjected to attack from 10 % concentration of diluted solution of sulphuric acid (H2SO4) and nitric acid (HNO3), respectively. The result of the investigations showed that the compressive strength of concrete decreased with increase in GHA content. However 10 % replacement with GHA was considered as optimum for structural concrete. GHA provided a less compact microstructure of concrete at 28 and 90 days curing compared to OPC concrete as a result of low pozzolanic activity. The use of GHA in concrete improved its resistance against sulphuric acid, but not against nitric acid attack. The average weight loss of GHA concrete after 28 days of subjection in sulphuric acid and nitric acid were 16.3 % and 17.3 %, respectively as opposed to 22.4 % and 15.1 %, respectively for plain Portland cement concrete

Authors and Affiliations

Egbe-Ngu Ntui Ogork , Okorie Austine Uche , Augustine Uche Elinwa

Keywords

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  • EP ID EP110701
  • DOI -
  • Views 98
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How To Cite

Egbe-Ngu Ntui Ogork, Okorie Austine Uche, Augustine Uche Elinwa (2014).  A Study on Groundnut Husk Ash (GHA)–Concrete under Acid Attack. International Journal of Modern Engineering Research (IJMER), 4(7), 30-35. https://europub.co.uk/articles/-A-110701