Paper Title

EXPANSIVE SOIL STABILIZED WITH GROUND GRANULATED BLAST FURNACE SLAG

Article Identifiers

Registration ID: IJNRD_181637

Published ID: IJNRD1610001

DOI: Click Here to Get

Authors

Prashanthgouda M

Keywords

Soil Stabilization, Expansive Soil, Ground Granulated Blast Furnace Slag (GGBS), Strength Properties.

Abstract

Due to the spectacular expansion of road infrastructure, soil stabilization has become a key challenge in construction activity in developing nations like India. Stabilization is a method of altering or modifying one or more soil qualities to enhance soil's engineering features and performance and the processing of existing resources to provide low-cost design and construction. Low plasticity and shear strength are common characteristics of expansive soils. These soils provide major geotechnical and structural engineering issues worldwide, with yearly expenses related to expansive behavior estimated to be billions of dollars. Expansive soils have a significant volume change in response to changes in water content, indicating that they are volumetrically unstable owing to seasonal moisture variations. When they are wet, their strength drops, and their compressibility increases dramatically. By varying the content of ground granulated blast furnace slag, a waste by-product released during iron and steel metals processing, the cohesive natured clayey soil was chosen and checked for compaction properties and other general soil characteristics keeping the above problem in mind. According to the findings of this investigation, the rise in ggbs concentration causes a considerable decrease in the clay's compressibility properties. Finally, ggbs-stabilized composite soil proved to be a valuable construction material for complicated civil engineering structures such as dirt mounds, earthen dams, and runways. The use of ggbs for soil stabilization is cost-effective and environmentally friendly, as it recycles industrial waste.

How To Cite (APA)

Prashanthgouda M (October-2016). EXPANSIVE SOIL STABILIZED WITH GROUND GRANULATED BLAST FURNACE SLAG. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 1(1), 1-9. https://ijnrd.org/papers/IJNRD1610001.pdf

Issue

Volume 1 Issue 1, October-2016

Pages : 1-9

Other Publication Details

Paper Reg. ID: IJNRD_181637

Published Paper Id: IJNRD1610001

Downloads: 000121982

Research Area: Engineering

Country: -, -, -

Published Paper PDF: https://ijnrd.org/papers/IJNRD1610001.pdf

Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD1610001

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Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)

ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016

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