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image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Materials Today Proc...arrow_drop_down
image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
Materials Today Proceedings
Article . 2021 . Peer-reviewed
License: Elsevier TDM
Data sources: Crossref
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Clay soil stabilization by utilizing secondary lime and rubber tire powder

Authors: Mukesh Kumar;

Clay soil stabilization by utilizing secondary lime and rubber tire powder

Abstract

Abstract In our venture work, soil was examined by utilizing optional lime and elastic tire crushed or powder as added substance. As the tires are produced with engineered elastic, removal of squanders from the elastic tire become troublesome. It was roughly assessed that 60–70% of waste tires are arranged in different territories. To keep away from these squanders amassing, use of elastic tire powder as soil settling operator is tentatively examined. In the current examination, an auxiliary lime was included into the dirt at five distinct rates like 5%, 10%, 15%, 20% and 25%. The Geotechnical Features of balanced out where soil is are expanded by expanding level of auxiliary upto lime 20.0%. At that point expansion of elastic tire crush in dirt displays alluring adjust quality. Elastic tire crush was included into the dirt at different rates like 3%, 6%, 9%, 12% and 15.0% of the dirt alongside 20.0% of optional lime. Expansion of 12 % of elastic tire crush and 20.0% of auxiliary lime with the heaviness shows the soil continuous upgradation in quality of clayey soil.

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citations
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
6
Average
Average
Top 10%