UGC Approved Journal no 63975(19)

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Published in:

Volume 6 Issue 6
June-2019
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR1906H53


Registration ID:
216268

Page Number

506-512

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Title

“Flexural & Tensile Strength of Concrete with Waste Plastic (High Density PVC) Aggregates As Partial Replacement of Coarse Aggregates.”

Abstract

Use of plastic has increased to a great extent due to rapid growth and urbanization and thus generation of plastic waste due to it has resulted in many problems such as its disposal and many health & environmental problems. Among these plastic, polyvinyl chloride (PVC) is most hazardous one. Hence, this thesis deals with strengthen concrete by plastic covering aggregates as a partial replacement of coarse aggregates and a way to reuse waste plastic. Here, PVC pipe shells of approx. 1 inch cutting and internal & external dia. of 16mm & 21mm respectively, filled with 1:3 mortar, is used and termed as plastic aggregates. Almost 24 specimens of concrete were prepared, the concretes indirect split tensile strength and flexural strength (modulus of rupture) and their behavior is investigated along a time span of 7 days and 28 days with 10% replacement of coarse aggregates with High Density Polyvinyl Chloride waste plastic aggregates and also a sort of Portland pozzolanic cement with 30% fly ash. Result shows that the Indirect Split Tensile Strength of concrete for M25 grade at 7 days with 10% replacements shows fulfilling minimum satisfying criteria compared to basic values of M25 grade concrete but reduces to small extent of even min. satisfying criteria for 28 days of curing. Whereas, flexural strength Result shows that at 7 days a huge fall in strength to basic values, but gains strength to a good extent at 28 days of curing but still below or nearer to min. satisfying criteria.

Key Words

High density PVC waste plastic, plastic aggregates, PVC, Concrete, Environment, Concrete strength & its behavior.

Cite This Article

"“Flexural & Tensile Strength of Concrete with Waste Plastic (High Density PVC) Aggregates As Partial Replacement of Coarse Aggregates.”", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.506-512, June 2019, Available :http://www.jetir.org/papers/JETIR1906H53.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"“Flexural & Tensile Strength of Concrete with Waste Plastic (High Density PVC) Aggregates As Partial Replacement of Coarse Aggregates.”", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp506-512, June 2019, Available at : http://www.jetir.org/papers/JETIR1906H53.pdf

Publication Details

Published Paper ID: JETIR1906H53
Registration ID: 216268
Published In: Volume 6 | Issue 6 | Year June-2019
DOI (Digital Object Identifier): http://doi.one/10.1729/Journal.21584
Page No: 506-512
Country: Bhopal, Madhya Pradesh, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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