UGC Approved Journal no 63975(19)

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Published in:

Volume 10 Issue 5
May-2023
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2305C19


Registration ID:
517423

Page Number

m126-m135

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Title

SOIL STABLIZATION USING PLASTIC WASTE

Abstract

The process of improving the physical and engineering properties of soil such as shear strength and bearing capacity is known as Soil Stabilization. Indian terrain is mostly occupied by black cotton soil. It is highly expansive soil which shows more swelling, shrinkage and settlement problems. Thus, Construction of buildings and other Civil Engineering structures on this soil is risky. Use of compaction technique or suitable admixtures like cement, lime and waste material like fly ash, phosphagypsum etc can bring out the soil stabilization. But these are expensive additives. The research papers that we studied here suggest and proved that the use of plastic waste for stabilization of soils would reduce the problem of disposing plastic waste and also reduce environmental problems. It is seen that CBR test, Proctor test, Sieve analysis are performed to check the suitability of plastic waste as soil stabilizer. Sieve Analysis gives the physical properties of the soil sample. Modified Proctor Test gives the OMC and Dry Density of soil sample. CBR Test results the Optimum Plastic content. Optimum Plastic content is the percentage of plastic added in the soil sample above which the CBR value falls. Modified Proctor Test is recommended than Standard Proctor Test because the soil which is tested will be used for road construction which requires high compaction. This review paper concludes that soil stabilization is possible by plastic waste which is a cheap method of soil stabilization. This review paper motivates for the further studied with the change in dimensions of plastic strips and performing Plate load test may speak on the effect of plastic strips on bearing capacity of soil.

Key Words

Optimum Plastic Content, Plastic Waste, Dry Density, Plastic strips, Shear strength, California Bearing Ratio (CBR) test, Compaction test.

Cite This Article

"SOIL STABLIZATION USING PLASTIC WASTE ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 5, page no.m126-m135, May-2023, Available :http://www.jetir.org/papers/JETIR2305C19.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

"SOIL STABLIZATION USING PLASTIC WASTE ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 5, page no. ppm126-m135, May-2023, Available at : http://www.jetir.org/papers/JETIR2305C19.pdf

Publication Details

Published Paper ID: JETIR2305C19
Registration ID: 517423
Published In: Volume 10 | Issue 5 | Year May-2023
DOI (Digital Object Identifier):
Page No: m126-m135
Country: BASTI, UTTAR PRADESH , India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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