UGC Approved Journal no 63975

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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:
JETIR1908B18


Registration ID:
227300

Page Number

122-135

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Title

STUDY ON STABILIZATION OF SOIL USING INDUSTRIAL WASTES

Abstract

Soil stabilization is any process which improves the physical properties of soil, such as increasing shear strength, bearing capacity etc. which can be done by use of controlled compaction or addition of suitable admixtures like cement, lime and waste materials like fly ash, polypropylene etc. This new technique of soil stabilization can be effectively used to meet the challenges of society, to reduce the quantities of waste, producing useful material from non-useful waste materials. The research focuses on three main objectives, the first one is improving the properties of the soil at the construction site so it doesn’t bend under the pressure from the weight of the building structure, while the other important part is how to minimize the excessive usage of the cement in this purpose and try to use other materials which can do the same job, one of these materials is the rice husk ash, its production is increasing yearly and annually 20 million tons are produced, which quite large amount. Rice husk ash consist of 85%-90% silica, this is why it is a great replacement for silica in soil stabilization, silica is considered to be a great binding agent along with cement, however due time its price is increasing, so new materials are used for the purpose of geotechnical works. There are three objectives of the research; one is to determine the Atterberg limits, maximum dry density, optimum moisture content and maximum shear strength of the soil without additives, another is to determine the maximum dry density and optimum moisture content of the soil with 5%, 10%, 15% rice husk ash and 6% cement as additive and lastly compare the results between the sample with additives and the sample without additives to determine what is the change that occurred. The tests are Atterberg limits test, grain size analysis, proctor compaction test and shear box test.

Key Words

Soil Stabilization, Maximum Dry Density, Optimum Moisture Content, Direct Shear Test

Cite This Article

"STUDY ON STABILIZATION OF SOIL USING INDUSTRIAL WASTES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.122-135, June 2019, Available :http://www.jetir.org/papers/JETIR1908B18.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

"STUDY ON STABILIZATION OF SOIL USING INDUSTRIAL WASTES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp122-135, June 2019, Available at : http://www.jetir.org/papers/JETIR1908B18.pdf

Publication Details

Published Paper ID: JETIR1908B18
Registration ID: 227300
Published In: Volume 6 | Issue 6 | Year June-2019
DOI (Digital Object Identifier):
Page No: 122-135
Country: Ambala, Haryana, India .
Area: Engineering
ISSN Number: 2349-5162


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