Strength Properties of Low Plasticity Clayey Soils Improved with Marble Dust and Scrap Tire

Climatic changes negatively affect geotechnical and technological properties of engineering structures (especially as basic and substructure material). Various studies have been made towards decreasing this negative situation by mixing different additives in cohesive soil. In this study, the changes...

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Main Author: Necmi Yarbaşı
Format: Article
Language:English
Published: Artvin Corun University 2018-06-01
Series:Doğal Afetler ve Çevre Dergisi
Subjects:
Online Access:http://dacd.artvin.edu.tr/tr/download/article-file/488037
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spelling doaj-bb0021e7bb924c4eba4d252bbf2b0e1e2020-11-25T01:36:18ZengArtvin Corun UniversityDoğal Afetler ve Çevre Dergisi2528-96402528-96402018-06-014216217010.21324/dacd.412489Strength Properties of Low Plasticity Clayey Soils Improved with Marble Dust and Scrap TireNecmi Yarbaşı0Atatürk Üniversitesi, Oltu Yer Bilimleri Fakültesi, Jeoloji Mühendisliği Bölümü, 25400, Oltu, ErzurumClimatic changes negatively affect geotechnical and technological properties of engineering structures (especially as basic and substructure material). Various studies have been made towards decreasing this negative situation by mixing different additives in cohesive soil. In this study, the changes in strength of low plasticity red clayey soil improved with marble dust and scrap tire pieces were examined. Strength values of red clayey soil samples with the addition of 0.5%, 1%, 2% scrap tire pieces and 5%, 10%, 15%, 20% marble dust were determined on 0 (3h), 1, 7, 28 days and at +21oC. Out of these data, it was detected that the highest strength values were the red clay sample modified by adding 0.5% (2.00 mm) scrap tires and 5% marble dust after 28 days’ cure. This mixture was subjected to the freeze-thaw test. As a result, it was found that the strength of the improved clay unit and the main material reinforced with the addition of 0.5% (2.00 mm) waste tire and 5% marble dust were decreased by 5.1% and 28.7%, respectively. The resistance of the clayey soil reinforced with marble dust and waste tire pieces was significantly improved when compared to the main material.http://dacd.artvin.edu.tr/tr/download/article-file/488037red claymarble dustscrap tiresfreeze-thawstrength
collection DOAJ
language English
format Article
sources DOAJ
author Necmi Yarbaşı
spellingShingle Necmi Yarbaşı
Strength Properties of Low Plasticity Clayey Soils Improved with Marble Dust and Scrap Tire
Doğal Afetler ve Çevre Dergisi
red clay
marble dust
scrap tires
freeze-thaw
strength
author_facet Necmi Yarbaşı
author_sort Necmi Yarbaşı
title Strength Properties of Low Plasticity Clayey Soils Improved with Marble Dust and Scrap Tire
title_short Strength Properties of Low Plasticity Clayey Soils Improved with Marble Dust and Scrap Tire
title_full Strength Properties of Low Plasticity Clayey Soils Improved with Marble Dust and Scrap Tire
title_fullStr Strength Properties of Low Plasticity Clayey Soils Improved with Marble Dust and Scrap Tire
title_full_unstemmed Strength Properties of Low Plasticity Clayey Soils Improved with Marble Dust and Scrap Tire
title_sort strength properties of low plasticity clayey soils improved with marble dust and scrap tire
publisher Artvin Corun University
series Doğal Afetler ve Çevre Dergisi
issn 2528-9640
2528-9640
publishDate 2018-06-01
description Climatic changes negatively affect geotechnical and technological properties of engineering structures (especially as basic and substructure material). Various studies have been made towards decreasing this negative situation by mixing different additives in cohesive soil. In this study, the changes in strength of low plasticity red clayey soil improved with marble dust and scrap tire pieces were examined. Strength values of red clayey soil samples with the addition of 0.5%, 1%, 2% scrap tire pieces and 5%, 10%, 15%, 20% marble dust were determined on 0 (3h), 1, 7, 28 days and at +21oC. Out of these data, it was detected that the highest strength values were the red clay sample modified by adding 0.5% (2.00 mm) scrap tires and 5% marble dust after 28 days’ cure. This mixture was subjected to the freeze-thaw test. As a result, it was found that the strength of the improved clay unit and the main material reinforced with the addition of 0.5% (2.00 mm) waste tire and 5% marble dust were decreased by 5.1% and 28.7%, respectively. The resistance of the clayey soil reinforced with marble dust and waste tire pieces was significantly improved when compared to the main material.
topic red clay
marble dust
scrap tires
freeze-thaw
strength
url http://dacd.artvin.edu.tr/tr/download/article-file/488037
work_keys_str_mv AT necmiyarbası strengthpropertiesoflowplasticityclayeysoilsimprovedwithmarbledustandscraptire
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