Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/333502
Title: Perspective impact analysis on eggshell powder infusion into the cement mantle of concrete matrix
Researcher: Sargunan K
Guide(s): Senthilkumar S
Keywords: Engineering and Technology
Engineering
Engineering Civil
eggshell powder
concrete matrix
University: Anna University
Completed Date: 2020
Abstract: In the present era of technically feasible and environmentally compatible low-cost material substitution with the basic ingredients of conventional concrete mix, the notion of infusing eggshell powder, in its raw as well as incinerated forms, were tried with the cement mantle. Accordingly, extensive experimentations were carried out for endorsing the compressive strength, split tensile strength, flexural strength, workability and durability aspects that had the edge over properties standardized for the conventional concrete mix at specific mix strength of 20MPa. The experimental results for variations in the treatments of eggshell powder and incinerated eggshell powder corresponding to the responses on the evaluation parameters were compared with the conventional concrete mix by means of regression analysis and modelling. The regression model at more than 95% correlation level of the experimental data fortified the relative supremacy of eggshell powder and incinerated eggshell powder infused concrete mixes over the conventional concrete mix in terms of workability, strength, and durability. Based on the statistical regression point of inflexion and the point of tolerance, it was clearly established that 20% optimal proportional addition of eggshell powder or 30% addition of incinerated eggshell powder could result in a superlative performance compared to the conventional concrete mix. This final outcome of the optimal combinations of eggshell powder and incinerated eggshell powder incorporated concrete (EPIC) were also test verified at a micro cum nano level by using the standard SEM analysis and EDAX indication newline
Pagination: xviii, 124p
URI: http://hdl.handle.net/10603/333502
Appears in Departments:Faculty of Civil Engineering

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