Studies on Strength of Coir Fiber Reinforced Design Mix Concrete
Asian Resonance(P: ISSN No. 0976-8602 RNI No.UPENG/2012/42622 VOL.-6,
ISSUE-1, January-2017 E: ISSN No. 2349-9443)
Abstract
Assistant Professor, Deptt.of Civil Engineering, RITE, Bhubneshwar Odisha, India
The work focused on concrete mixes having a fixed water/cement ratio. In the present experimental programme an attempt has been made to investigate the possibility of reusing one of these locally available rural waste fibrous material, coir in concrete. Since the material used in this study is locally available rural fibre, a detailed characterization is planned. A concrete mix has been designed to achieve the minimum grade of M30 as required by IS 456 – 2000. The investigation contains, to identify the effects on workability and mechanical strength properties due to the addition of coir fibre, workability tests such slump and the mechanical strength tests on standard specimens such as compressive strength, split tensile strength and flexural strength were conducted on the coir fibrous concrete specimens. Totally 36 cubes,36 cylinders and 36 flexure specimens were cast and tested. Based on the experimental results of workability and mechanical strength studies, a constant length of 50 mm and three trials such as 0.2% , 0.5% and 1% (volume of coir fibre) are chosen for further studies. By analyzing the results, it is concluded that marginal improvements in the mechanical strength properties are observed.
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