Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study

Waste material such as used tires is increasing every year, which poses environmental problems. However, such material has been used in several geotechnical applications as alternative lightweight backfill in highway embankments and/or behind retaining walls, providing environmental, economic and te...

Full description

Bibliographic Details
Main Author: Al-Rkaby Alaa H. J.
Format: Article
Language:English
Published: Sciendo 2019-06-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:https://doi.org/10.2478/sgem-2019-0007
id doaj-08c76ce41fd54c9c96494403aee3deaa
record_format Article
spelling doaj-08c76ce41fd54c9c96494403aee3deaa2021-09-05T14:01:52ZengSciendoStudia Geotechnica et Mechanica2083-831X2019-06-01412748010.2478/sgem-2019-0007sgem-2019-0007Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental StudyAl-Rkaby Alaa H. J.0Civil Engineering Department, Thi Qar University, NasiriyahIraqWaste material such as used tires is increasing every year, which poses environmental problems. However, such material has been used in several geotechnical applications as alternative lightweight backfill in highway embankments and/or behind retaining walls, providing environmental, economic and technical benefits. These applications require knowledge of engineering properties of soil-tire rubber mixtures. The present study aims to show the possibility of tire rubber usage in sand by evaluating the shear strength and deformability of sand mixed with granulated rubber, in weight percentages between 0 and 50%. The tire rubber content was found to influence the stress-strain and deformation behavior of the mixtures. The shear strength of sand mixed with 10% or 20% tire rubber was higher than that measured for sand only. However, the trend for TRC = 30–50% was different. Samples with a rubber content of 30-50% exhibited a rapid decrease in the stress ratio compared with that of sand. The major principal strain at maximum stress ratio was found to increase with increasing tire rubber content. However, it was observed that the lateral strains (minor and intermediate principal strains) of samples reduced significantly with the addition of tire rubber to the sand.https://doi.org/10.2478/sgem-2019-0007tire rubbershear strengthdeformationmajorminor and intermediate principal strains
collection DOAJ
language English
format Article
sources DOAJ
author Al-Rkaby Alaa H. J.
spellingShingle Al-Rkaby Alaa H. J.
Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study
Studia Geotechnica et Mechanica
tire rubber
shear strength
deformation
major
minor and intermediate principal strains
author_facet Al-Rkaby Alaa H. J.
author_sort Al-Rkaby Alaa H. J.
title Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study
title_short Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study
title_full Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study
title_fullStr Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study
title_full_unstemmed Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study
title_sort strength and deformation of sand-tire rubber mixtures (strm): an experimental study
publisher Sciendo
series Studia Geotechnica et Mechanica
issn 2083-831X
publishDate 2019-06-01
description Waste material such as used tires is increasing every year, which poses environmental problems. However, such material has been used in several geotechnical applications as alternative lightweight backfill in highway embankments and/or behind retaining walls, providing environmental, economic and technical benefits. These applications require knowledge of engineering properties of soil-tire rubber mixtures. The present study aims to show the possibility of tire rubber usage in sand by evaluating the shear strength and deformability of sand mixed with granulated rubber, in weight percentages between 0 and 50%. The tire rubber content was found to influence the stress-strain and deformation behavior of the mixtures. The shear strength of sand mixed with 10% or 20% tire rubber was higher than that measured for sand only. However, the trend for TRC = 30–50% was different. Samples with a rubber content of 30-50% exhibited a rapid decrease in the stress ratio compared with that of sand. The major principal strain at maximum stress ratio was found to increase with increasing tire rubber content. However, it was observed that the lateral strains (minor and intermediate principal strains) of samples reduced significantly with the addition of tire rubber to the sand.
topic tire rubber
shear strength
deformation
major
minor and intermediate principal strains
url https://doi.org/10.2478/sgem-2019-0007
work_keys_str_mv AT alrkabyalaahj strengthanddeformationofsandtirerubbermixturesstrmanexperimentalstudy
_version_ 1717809444294754304