Research Article
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Using Granular Waste Tire as a Factor to Increase Shear Strength of Cohesionless Soils

Year 2021, Volume: 7 Issue: 2, 256 - 265, 30.06.2021

Koray Aktürk Öznur Karaca

https://doi.org/10.28979/jarnas.906479

Abstract

Soils are called problematic soils when they do not have sufficient bearing strength to provide a founda-tion for the structures to be built on them and these types of soils need to be improved with appropriate methods depending on their properties. Improvement methods applied to strengthen soils often cause financial burden. Recently, there are studies about the use of waste rubber tires, which pose an environ-mental risk during storage, as a reinforcement material for soils. The main purpose of this study is to examine the effect of poorly graded sand (SP) mixed with granular waste tires in different proportions (10%, 20%, 30%, 40% and 50%) on the shear strength of the sand. For this purpose, the physical (water content, specific weight, unit weight) and mechanical (shear strength) parameters of the mixtures were determined. According to the results of the research, the material with 100% sand content contributes to the shear strength by a certain proportion when compared to the mixed materials containing granular-sized waste rubber. According to the results of this research, the highest slip resistance value was observed in material with 20% tire content in waste rubber sand mixtures, while higher rates of tire addition provided lower results than 100% sand material. In addition, considering the issue in terms of environmental im-pact, a column test was carried out on the mixture containing 20% rubber-80% sand and no adverse ef-fects of the pollutants were observed.

Keywords

Shear strength scrap tire sand soil

Supporting Institution

Çanakkale Onsekiz Mart Üniversitesi Bilimsel Araştırma Projeleri Komisyonu Başkanlığı (BAP)

Project Number

FYL-2017-1181

Thanks

This study was produced from the master’s thesis called “Effect of Tire Particles on Shear Resistance of Sandy Soils” supported by the Scientific Research Projects (BAP) no. FYL-2017-1181.

References

  • Aktürk, K. (2018). Lastik parçacıklarının kumlu zeminlerin kayma dayanımına etkisi. (Yayımlanma-mış Yüksek Lisans Tezi). Çanakkale Onsekiz Mart Üniversitesi, Çanakkale, Türkiye.
  • Attom, M. F. (2006). The use of shredded waste tires to improve the geotechnical engineering properties of sands. Environmental Geology, 49(4), 497-503.
  • Balaban, E., Smejda, A. & Onur, M. I. (2019). Influence of tire crumbs on mechanical properties of sand-fine soil mixtures. Geomechanics and Geoengineering, 1-16.
  • Bayat, O., Askarani, K. K. & Hajiannia, A. (2019). Effects of waste tire on the shear strength of sand. International Journal of Structural and Civil Engineering Research.
  • Benavente-Huaman, E., Navarro-Cardenas, M. ve Duran-Ramirez, G. (2019). Strength behaviour of shredded rubber silty sand mixtures. In 2019 7th International Engineering, Sciences and Technology.
  • Cetin, H., Fener, M. & Gunaydin, O. (2006). Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material. Engineering Geology, 88(1-2), 110-120.
  • Chang N. B. (2008). Economic and policy instrument analyses in support of the scrap tire recycling program in Taiwan. Journal of Environmental Management, 86, 435–450.
  • Çataklı, T. & Ergüder, T. H. (2019). Biyodevulkanizasyon: Atık lastik yönetiminde çevre dostu bir yaklaşım. Ulusal Çevre Bilimleri Araştırma Dergisi, 2(1), 20-34.
  • Edil, T. B. & Bosscher, P. J. (1994). Engineering properties of tire chips and soil mixtures. Geotechnical testing journal, 17(4), 453-464.
  • Erenson, C. (2015). Atık lastiklerin taş/kum kolon uygulamalarında kullanılmasının deneysel olarak incelenmesi. Yüksek Lisans Tezi.
  • Eryılmaz, H. & Demirarslan, K. O. (2019). Ömrünü tamamlamış lastiklerin (ötl) sıvılaştırılarak geri dönüşümünün araştırılması. Sürdürülebilir Mühendislik Uygulamaları ve Teknolojik Gelişmeler Dergisi, 2(1), 50-56.
  • Foose, G. J., Benson, C. H. & Bosscher, P. J. (1996). Sand reinforced with shredded waste tires. Journal of Geotechnical Engineering, 122(9), 760-767.
  • Ghaffari, J. (2020). Triaxial determination of shear strength of tire chips-sand-geotextile mixtures. AUT Journal of Civil Engineering.
  • Ghazavi, M. (2004). Shear strength characteristics of sand-mixed with granular rubber. Geotechnical and Geological Engineering, 22(3), 401-416.
  • Göztepe B., (2016). Experimental study on mitigation of earthquake hazards using rubber-soil mixture. Yüksek Lisans Tezi.
  • Hataf, N. & Rahimi, M. M. (2006). Experimental investigation of bearing capacity of sand reinforced with randomly distributed tire shreds. Construction and Building Materials, 20(10), 910-916.
  • Humphrey, D. N., Katz, L. E. & Blumenthal, M. (1997). Water quality effects of tire chip fills placed above the groundwater table. Testing soil mixed with waste or recycled materials. ASTM International.
  • Humphrey, D. N. & Lynn, E. K. (2000). Five year study of the water quality effects of tire shreds placed above the water table. Transportation Research Board: Washington, DC.
  • Humphrey, D. N. & Swett, M. (2006). Literature review of the water quality effects of tire derived aggregate and rubber modified asphalt pavement. Report for US EPA.
  • Keskin M. S. & Laman M. (2012). Atık lastik-kum karışımlarının kayma mukavemetinin laboratuar deneyleriyle incelenmesi. Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi, 27 (2): 27-36.
  • Marto A., Latifi N., Moradi R., Oghabi M. & Zolfeghari S. Y. (2013). Shear properties of sand-tire chips mixtures. Electronic Journal of Geotechnical Engineering, 18: 325-334.
  • Mashiri, M. S., Vinod, J. S., Sheikh, M. N. & Tsang, H. H. (2015). Shear strength and dilatancy behavior of sand–tyre chip mixtures. Soils and Foundations, 55(3), 517-528.
  • Ordu E., Biçer P., Ordu S. & Abanozoğlu E. G. (2017). An investigation on the soil stabilization with waste tyres materials in granular soils. Aksaray University Journal of Science and Engineering, 1(1), 51-61.
  • Özaydın K. (2011). Zemin Mekaniği. Birsen Yayınevi, İstanbul, Türkiye. 350 s.
  • Reddy, K. R. & Marella, A. (2001). Properties of different size scrap tire shreds: implications on using as drainage material in landfill cover systems. The Seventeenth International Conference on Solid Waste Technology and Management, Philadelphia, USA, 1-19.
  • Seed, H. B. & Idriss, I. M. (1971). Simplified procedure for evaluating soil liquefaction potential. Journal of Soil Mechanics and Foundations Division.
  • Sheikh, M. N., Mashiri, M. S., Vinod, J. S. & Tsang, H. H. (2013). Shear and compressibility behavior of sand–tire crumb mixtures. Journal of Materials in Civil Engineering, 25(10), 1366-1374.
  • Şengezer, L. (2010). Granüler zeminlerde dinamik kompaksiyon uygulaması. Doktora Tezi.
  • Tatlisoz N., Edil T. B. & Benson C. H., 1998. Interaction between reinforcing geosynthetics and soil-tire chip mixtures. Journal of Geotechnical and Geoenvironmental Engineering, 124 (11): 1109-1119.
  • Tsang, H. H., Lo, S. H., Xu, X. & Sheikh, M. N. (2012). Seismic isolation for low‐to‐medium‐rise buildings using granulated rubber–soil mixtures: numerical study. Earthquake engineering and structural dynamics, 41(14), 2009-2024.
  • Umu S. U., Okur D. V., Yılmaz G. & Fırat S., 2014. Dinamik yükleme şartlarında kum/lastik karışımla-rının rijitlik ve sönüm özelliklerinin incelenmesi. Politeknik Dergisi, 17 (1):13-21.
  • Vinod, J. S., Sheikh, M. N., Mastello, D., Indraratna, B. & Mashiri, M. S. (2015). The direct shear strength of sand-tyre shred mixtures. Proceedings of the International Conference on Geotechnical Engineering, (pp. 193-196). Youwai, S. & Bergado, D. T. (2003). Strength and deformation characteristics of shredded rubber tire sand mixtures. Canadian Geotechnical Journal, 40(2), 254-264.
  • Zornberg J. G., Cabral A. R. & Viratjandr C. (2004). Behaviour of tire shred sand mixtures. Canadian Geotechnical Journal, 41 (2): 227-241.
  • url1: https://atiksahasi.com/Omrunu-Tamamlamis-Lastikler, Retrieved date: 15.11.2020

Year 2021, Volume: 7 Issue: 2, 256 - 265, 30.06.2021

Koray Aktürk Öznur Karaca

https://doi.org/10.28979/jarnas.906479

Abstract

Project Number

FYL-2017-1181

References

  • Aktürk, K. (2018). Lastik parçacıklarının kumlu zeminlerin kayma dayanımına etkisi. (Yayımlanma-mış Yüksek Lisans Tezi). Çanakkale Onsekiz Mart Üniversitesi, Çanakkale, Türkiye.
  • Attom, M. F. (2006). The use of shredded waste tires to improve the geotechnical engineering properties of sands. Environmental Geology, 49(4), 497-503.
  • Balaban, E., Smejda, A. & Onur, M. I. (2019). Influence of tire crumbs on mechanical properties of sand-fine soil mixtures. Geomechanics and Geoengineering, 1-16.
  • Bayat, O., Askarani, K. K. & Hajiannia, A. (2019). Effects of waste tire on the shear strength of sand. International Journal of Structural and Civil Engineering Research.
  • Benavente-Huaman, E., Navarro-Cardenas, M. ve Duran-Ramirez, G. (2019). Strength behaviour of shredded rubber silty sand mixtures. In 2019 7th International Engineering, Sciences and Technology.
  • Cetin, H., Fener, M. & Gunaydin, O. (2006). Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material. Engineering Geology, 88(1-2), 110-120.
  • Chang N. B. (2008). Economic and policy instrument analyses in support of the scrap tire recycling program in Taiwan. Journal of Environmental Management, 86, 435–450.
  • Çataklı, T. & Ergüder, T. H. (2019). Biyodevulkanizasyon: Atık lastik yönetiminde çevre dostu bir yaklaşım. Ulusal Çevre Bilimleri Araştırma Dergisi, 2(1), 20-34.
  • Edil, T. B. & Bosscher, P. J. (1994). Engineering properties of tire chips and soil mixtures. Geotechnical testing journal, 17(4), 453-464.
  • Erenson, C. (2015). Atık lastiklerin taş/kum kolon uygulamalarında kullanılmasının deneysel olarak incelenmesi. Yüksek Lisans Tezi.
  • Eryılmaz, H. & Demirarslan, K. O. (2019). Ömrünü tamamlamış lastiklerin (ötl) sıvılaştırılarak geri dönüşümünün araştırılması. Sürdürülebilir Mühendislik Uygulamaları ve Teknolojik Gelişmeler Dergisi, 2(1), 50-56.
  • Foose, G. J., Benson, C. H. & Bosscher, P. J. (1996). Sand reinforced with shredded waste tires. Journal of Geotechnical Engineering, 122(9), 760-767.
  • Ghaffari, J. (2020). Triaxial determination of shear strength of tire chips-sand-geotextile mixtures. AUT Journal of Civil Engineering.
  • Ghazavi, M. (2004). Shear strength characteristics of sand-mixed with granular rubber. Geotechnical and Geological Engineering, 22(3), 401-416.
  • Göztepe B., (2016). Experimental study on mitigation of earthquake hazards using rubber-soil mixture. Yüksek Lisans Tezi.
  • Hataf, N. & Rahimi, M. M. (2006). Experimental investigation of bearing capacity of sand reinforced with randomly distributed tire shreds. Construction and Building Materials, 20(10), 910-916.
  • Humphrey, D. N., Katz, L. E. & Blumenthal, M. (1997). Water quality effects of tire chip fills placed above the groundwater table. Testing soil mixed with waste or recycled materials. ASTM International.
  • Humphrey, D. N. & Lynn, E. K. (2000). Five year study of the water quality effects of tire shreds placed above the water table. Transportation Research Board: Washington, DC.
  • Humphrey, D. N. & Swett, M. (2006). Literature review of the water quality effects of tire derived aggregate and rubber modified asphalt pavement. Report for US EPA.
  • Keskin M. S. & Laman M. (2012). Atık lastik-kum karışımlarının kayma mukavemetinin laboratuar deneyleriyle incelenmesi. Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi, 27 (2): 27-36.
  • Marto A., Latifi N., Moradi R., Oghabi M. & Zolfeghari S. Y. (2013). Shear properties of sand-tire chips mixtures. Electronic Journal of Geotechnical Engineering, 18: 325-334.
  • Mashiri, M. S., Vinod, J. S., Sheikh, M. N. & Tsang, H. H. (2015). Shear strength and dilatancy behavior of sand–tyre chip mixtures. Soils and Foundations, 55(3), 517-528.
  • Ordu E., Biçer P., Ordu S. & Abanozoğlu E. G. (2017). An investigation on the soil stabilization with waste tyres materials in granular soils. Aksaray University Journal of Science and Engineering, 1(1), 51-61.
  • Özaydın K. (2011). Zemin Mekaniği. Birsen Yayınevi, İstanbul, Türkiye. 350 s.
  • Reddy, K. R. & Marella, A. (2001). Properties of different size scrap tire shreds: implications on using as drainage material in landfill cover systems. The Seventeenth International Conference on Solid Waste Technology and Management, Philadelphia, USA, 1-19.
  • Seed, H. B. & Idriss, I. M. (1971). Simplified procedure for evaluating soil liquefaction potential. Journal of Soil Mechanics and Foundations Division.
  • Sheikh, M. N., Mashiri, M. S., Vinod, J. S. & Tsang, H. H. (2013). Shear and compressibility behavior of sand–tire crumb mixtures. Journal of Materials in Civil Engineering, 25(10), 1366-1374.
  • Şengezer, L. (2010). Granüler zeminlerde dinamik kompaksiyon uygulaması. Doktora Tezi.
  • Tatlisoz N., Edil T. B. & Benson C. H., 1998. Interaction between reinforcing geosynthetics and soil-tire chip mixtures. Journal of Geotechnical and Geoenvironmental Engineering, 124 (11): 1109-1119.
  • Tsang, H. H., Lo, S. H., Xu, X. & Sheikh, M. N. (2012). Seismic isolation for low‐to‐medium‐rise buildings using granulated rubber–soil mixtures: numerical study. Earthquake engineering and structural dynamics, 41(14), 2009-2024.
  • Umu S. U., Okur D. V., Yılmaz G. & Fırat S., 2014. Dinamik yükleme şartlarında kum/lastik karışımla-rının rijitlik ve sönüm özelliklerinin incelenmesi. Politeknik Dergisi, 17 (1):13-21.
  • Vinod, J. S., Sheikh, M. N., Mastello, D., Indraratna, B. & Mashiri, M. S. (2015). The direct shear strength of sand-tyre shred mixtures. Proceedings of the International Conference on Geotechnical Engineering, (pp. 193-196). Youwai, S. & Bergado, D. T. (2003). Strength and deformation characteristics of shredded rubber tire sand mixtures. Canadian Geotechnical Journal, 40(2), 254-264.
  • Zornberg J. G., Cabral A. R. & Viratjandr C. (2004). Behaviour of tire shred sand mixtures. Canadian Geotechnical Journal, 41 (2): 227-241.
  • url1: https://atiksahasi.com/Omrunu-Tamamlamis-Lastikler, Retrieved date: 15.11.2020
There are 34 citations in total.

Details

Primary Language English
Subjects General Geology
Journal Section Makaleler
Authors

Koray Aktürk 0000-0002-7510-6729

Öznur Karaca 0000-0002-8191-1599

Project Number FYL-2017-1181
Publication Date June 30, 2021
Submission Date March 30, 2021
Published in Issue Year 2021 Volume: 7 Issue: 2

Cite

APA Aktürk, K., & Karaca, Ö. (2021). Using Granular Waste Tire as a Factor to Increase Shear Strength of Cohesionless Soils. Journal of Advanced Research in Natural and Applied Sciences, 7(2), 256-265. https://doi.org/10.28979/jarnas.906479
AMA Aktürk K, Karaca Ö. Using Granular Waste Tire as a Factor to Increase Shear Strength of Cohesionless Soils. JARNAS. June 2021;7(2):256-265. doi:10.28979/jarnas.906479
Chicago Aktürk, Koray, and Öznur Karaca. “Using Granular Waste Tire As a Factor to Increase Shear Strength of Cohesionless Soils”. Journal of Advanced Research in Natural and Applied Sciences 7, no. 2 (June 2021): 256-65. https://doi.org/10.28979/jarnas.906479.
EndNote Aktürk K, Karaca Ö (June 1, 2021) Using Granular Waste Tire as a Factor to Increase Shear Strength of Cohesionless Soils. Journal of Advanced Research in Natural and Applied Sciences 7 2 256–265.
IEEE K. Aktürk and Ö. Karaca, “Using Granular Waste Tire as a Factor to Increase Shear Strength of Cohesionless Soils”, JARNAS, vol. 7, no. 2, pp. 256–265, 2021, doi: 10.28979/jarnas.906479.
ISNAD Aktürk, Koray - Karaca, Öznur. “Using Granular Waste Tire As a Factor to Increase Shear Strength of Cohesionless Soils”. Journal of Advanced Research in Natural and Applied Sciences 7/2 (June 2021), 256-265. https://doi.org/10.28979/jarnas.906479.
JAMA Aktürk K, Karaca Ö. Using Granular Waste Tire as a Factor to Increase Shear Strength of Cohesionless Soils. JARNAS. 2021;7:256–265.
MLA Aktürk, Koray and Öznur Karaca. “Using Granular Waste Tire As a Factor to Increase Shear Strength of Cohesionless Soils”. Journal of Advanced Research in Natural and Applied Sciences, vol. 7, no. 2, 2021, pp. 256-65, doi:10.28979/jarnas.906479.
Vancouver Aktürk K, Karaca Ö. Using Granular Waste Tire as a Factor to Increase Shear Strength of Cohesionless Soils. JARNAS. 2021;7(2):256-65.
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