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:
JETIRBY06009


Registration ID:
210741

Page Number

67-73

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Title

Soil Stabilization using Rice Husk Ash and Cement

Abstract

Soil stabilization has turned into a noteworthy issue in development designing and the investigates in regards to the viability of utilizing modern squanders are quickly expanding. The present trial work quickly portrays the appropriateness of the locally accessible Rice Husk Ash (RHA) to be utilized in the nearby development industry in a manner to limit the measure of waste to be arranged to the earth causing natural contamination. The normal soil stabilization methods are winding up expensive step by step because of the ascent of expense of the balancing out specialists like, cement, lime, and so on. The expense of stabilization might be limited by supplanting a decent extent of settling specialist utilizing RHA. It will limit the ecological dangers moreover. Soil test taken for the investigation is mud with high versatility (CH) which genuinely requires to be fortified. The soil is balanced out with various rates of Rice Husk Ash and a little measure of cement. Perceptions are made for the adjustments in the properties of the soil, for example, Maximum dry thickness (MDD), Optimum moisture content (OMC), California bearing ratio (CBR) and Unconfined compressive pressure (UCS). The outcomes got demonstrate that the expansion in RHA content builds the OMC however diminishes the MDD. Likewise, the CBR esteem and UCS of soil are extensively improved with the RHA content. From the perception of most extreme improvement in quality, 10% RHA content with 6% cement is prescribed as optimum sum for reasonable purposes. Watching the huge improvement of CBR-estimation of soil, the present soil stabilization strategy may for the most part be suggested for development of asphalt.

Key Words

Soil Stabilization, Rice Husk Ash (RHA), Cement, Optimum Moisture Content (OMC), California Bearing Ratio (CBR), Unconfined Compressive Stress (UCS).

Cite This Article

"Soil Stabilization using Rice Husk Ash and Cement", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.67-73, May-2019, Available :http://www.jetir.org/papers/JETIRBY06009.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 Stabilization using Rice Husk Ash and Cement", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp67-73, May-2019, Available at : http://www.jetir.org/papers/JETIRBY06009.pdf

Publication Details

Published Paper ID: JETIRBY06009
Registration ID: 210741
Published In: Volume 6 | Issue 5 | Year May-2019
DOI (Digital Object Identifier):
Page No: 67-73
Country: -, --, - .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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