Shredded Waste Tyre General Approach as a Construction Material

Author(s)	Ajitesh Singh
Country	India
Abstract	The optimum percentage of shredded waste tyre was found out by addition of shredded waste tyre up to 20% at an increment of 5% to a lateritic soil and finding the Compaction properties, UCS and soaked CBR of lateritic soil-shredded waste tyre mixes. The optimum percentage of shredded waste tyre for stabilization of lateritic soil was found to be 10%. Compaction properties, UCS, soaked CBR, Hydraulic conductivity and Volumetric shrinkage strain of carbide sludge stabilized lateritic soil –shredded waste tyre mixes were found out.
Keywords	Lateritic Soil, Shredded Waste Tyre, UCS, CBR
Field	Engineering
Published In	Volume 5, Issue 5, September-October 2023
Published On	2023-09-15
Cite This	Shredded Waste Tyre General Approach as a Construction Material - Ajitesh Singh - IJFMR Volume 5, Issue 5, September-October 2023. DOI 10.36948/ijfmr.2023.v05i05.6515
DOI	https://doi.org/10.36948/ijfmr.2023.v05i05.6515
Short DOI	https://doi.org/gsqr27

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