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An Experimental Study on Stabilization of Expansive Soil using Admixture

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An Experimental Study on Stabilization of Expansive Soil using Admixture


Priyank H. Patel | Ushma S. Thakor | Shaikh Heena H.



Priyank H. Patel | Ushma S. Thakor | Shaikh Heena H. "An Experimental Study on Stabilization of Expansive Soil using Admixture" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-4, June 2020, pp.434-436, URL: https://www.ijtsrd.com/papers/ijtsrd31006.pdf

The recent developments and application in the use of advanced composites in the improvement of soil are increasing on the basis of specific requirements and national needs. The need of efficient stabilization and strengthening techniques of existing soil has resulted in research and development of newer materials for improvement. Particularly for the black cotton soils which have high swelling and shrinkage tendencies, demands great deal of attention for stabilization. Modification of black cotton soils by admixtures is a common method for stabilizing the swell-shrink tendency of expansive soils. Advantages of chemical stabilization are that they reduce the swell shrink tendency of the expansive soils and render the soils less plastic. As a further step towards the innovative materials to be used for the stabilization, this study endeavor to use waste material (copper slag) for the soil improvement. Copper slag, which is produced during production of copper from copper ore, contains minerals like iron, alumina, calcium oxide, silica, etc. For every tonne of metal production about 2.2 tonne of slag is generated. By using the admixture described above, Copper slag the index properties of soil has been improved. The various tests like Plasticity index, Standard Proctor and Swell index were performed and the result we got show much improvement. Soil has been collected from Umrakh region near SNPIT & RC College and the Admixture from SWIL (JhagadiaCopper Limited), Gujarat.

Expantion, Copper Slag, Stabilization


IJTSRD31006
Volume-4 | Issue-4, June 2020
434-436
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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