UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
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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:
JETIR1907931


Registration ID:
220880

Page Number

299-304

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Title

EXPANSIVE SOIL MODIFICATION BY THE APPLICATION OF WASTE MATERIALS

Abstract

In this present study was to assess the effect of waste industrial materials i.e. marble dust and fly ash to enhance the index and engineering properties of expansive soil. The physical and chemical properties of soil were improved by the addition of such materials. The obtained result has been carried out for the properties like index properties, Compaction characteristic, and Strength characteristic. Expansive soil covers about one-fifth of the total area of India, particularly in the states of Gujarat, Maharashtra, Madhya Pradesh, Karnataka, Rajasthan, Andhra Pradesh, Telangana, and Tamil-Nadu. Expansive Soils Contain clay minerals that captivate and absorb water. As conclusion, these soils expand when they get wet and shrink when they dry. The Volume changes the experience by expansive Soils can cause serious damage to concrete foundations and floor slabs. Fly-ash is a byproduct dumped out of thermal power plants that use coal as one kind of fuel. Current annual production of fly ash, a byproduct from coal-based thermal power plants (TPPs), is about 112 million tones (MT). Marble dust is generated during the cutting process of marble. India is estimated to have 3,172 thousand tons of marble dust was produced in a year. The marble dust and fly ash in Expansive soil is 10%, 20% and 30% by weight and comparison of the properties of expansive soil with the subgrade stabilized the soil. This study is to explore the favorable reuse of industrial materials i.e. marble dust and fly ash in soil stabilization. Atterberg limits, OMC and MDD, California Bearing Ratio (CBR), swelling pressure tests were performed on natural and proposed soil samples. Measure the results obtained of the natural and treated samples, the CBR increases by 250% (when 30% marble dust and fly ash are added) and the swelling reduction of 58% is found, depending on additive content. The results conclusion shows that the modification of expansive soils by fly ash and marble dust admixture is successful and more economical.

Key Words

Index Terms – Marble Dust, Fly Ash, Soil Stabilization, CBR values, OMC&MDD and Index properties.

Cite This Article

"EXPANSIVE SOIL MODIFICATION BY THE APPLICATION OF WASTE MATERIALS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.299-304, June 2019, Available :http://www.jetir.org/papers/JETIR1907931.pdf

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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

"EXPANSIVE SOIL MODIFICATION BY THE APPLICATION OF WASTE MATERIALS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp299-304, June 2019, Available at : http://www.jetir.org/papers/JETIR1907931.pdf

Publication Details

Published Paper ID: JETIR1907931
Registration ID: 220880
Published In: Volume 6 | Issue 6 | Year June-2019
DOI (Digital Object Identifier):
Page No: 299-304
Country: BAREILLY, UTTAR PRADESH, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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