Experimental and Regression Analysis on Human Hair Fibered Concrete

Authors

  • Shahmir NG Department of Civil engineering, National institute of technology Srinagar j&k, India

DOI:

https://doi.org/10.26438/ijcse/v7i2.102105

Keywords:

Waste material, human hair, compressive strength, tensile strength, regression analysis

Abstract

Everywhere throughout the world part of waste materials is making issue as far as contamination and different issues. So is the human hair, hairdressers trim the hair of individuals and discard in sewage channels or some stream or in open, this straightforwardly influences human solace by blocking channel pipes or making contamination of land or water and even in some cases amid blowing air causes air contamination too. To acquire this waste material into utilization this examination the human hair is included in conventional concrete with no substitution. Five distinct rates of human hair by weight of cement are utilized. Human hair is effectively accessible wherever free of cost henceforth not any more additional expense is used. Human hair utilized in the concrete was right off the bat cleaned by evacuating additional rubbish and was then washed in a container utilizing cleanser at that point dried and utilized in concrete. We as a whole realize that the concrete is good in compression and weak in tension and the beneficial thing on utilizing hair in cement is that, on investigations it was discovered that the compressive quality of the solid increments on expanding the level of human hair and it was additionally discovered that the rigidity of the mortar increments by including human hair in cement. Furthermore regression examination was done on the outcomes got to fine the numerical condition which can be utilized in future to know the quality.

References

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Published

2019-02-28
CITATION
DOI: 10.26438/ijcse/v7i2.102105
Published: 2019-02-28

How to Cite

[1]
N. G. Shahmir, “Experimental and Regression Analysis on Human Hair Fibered Concrete”, Int. J. Comp. Sci. Eng., vol. 7, no. 2, pp. 102–105, Feb. 2019.

Issue

Section

Research Article