UGC Approved Journal no 63975(19)

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Published in:

Volume 6 Issue 5
May-2019
eISSN: 2349-5162

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

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Published Paper ID:
JETIRBV06028


Registration ID:
203290

Page Number

144-147

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Title

Strengthening Of Soil Using Waste Plastic on Cement Stabilized Soil

Abstract

Soil adaptation is an improvement of soil physical properties, for example, shear quality, the bearing limit to be possible through use of compaction or the expansion of appropriate admixtures such as cement, sand, fly ash or geo textiles, geo-synthetics, etc. Extended soils such as black cotton are always problems with swelling and shrinking and unequal settlement of foundation. Black Cotton soils with high swelling and contracting potential are one of India's main soil deposits because of a change in moisture content. The foundations of any structure must be necessary and be able to assist the entire structure. The soil around it plays a very important role to establish the foundation to be strong. Plastic waste is one of the world's biggest issues. Use of plastic sacks, bottles and other plastic materials increases step by step exponentially. We face different ecological problems because of this. The new method of soil adaptation can be used adequately to tackle society's difficulties, reduce waste quantities, and generate valuable material from non-helpful waste. There is a review paper here that focuses on stabilizing soils through the use of plastic waste. In order to monitor improvement in the properties of Soil tests such as liquid and plastic limit, standard proctor compaction, California bearing ratio (CBR), and a direct scissors test were conducted. The black cotton soil is fitted with different plastic waste content by weight ranging from 0.5% to 1.5% and the optimal proportion of plastic strips was detected by the California bearing ratio test 2% to 10% cement is used as a stabilizer.

Key Words

: Black cotton soil, Plastic waste, Cement, Soil Stabilization, California Bearing Ratio, Direct Shear test.

Cite This Article

"Strengthening Of Soil Using Waste Plastic on Cement Stabilized Soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.144-147, May-2019, Available :http://www.jetir.org/papers/JETIRBV06028.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

"Strengthening Of Soil Using Waste Plastic on Cement Stabilized Soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp144-147, May-2019, Available at : http://www.jetir.org/papers/JETIRBV06028.pdf

Publication Details

Published Paper ID: JETIRBV06028
Registration ID: 203290
Published In: Volume 6 | Issue 5 | Year May-2019
DOI (Digital Object Identifier):
Page No: 144-147
Country: -, -, - .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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