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Journals / Çukurova Üniversitesi Mühendislik Fakültesi dergisi / 2012 / Cilt: 27 - Sayı: 2

Laboratory Investigation of Shear Strength of Waste Tire-Sand Mixtures

Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi

M. Salih KESKİN
Mustafa LAMAN
Pages
27–36
Publication Date
2016-07-25
DOI
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Based on the test results, it was seen that, the shear strength properties of sand can be improved significantly by mixing the sand samples with certain percentages of tire shreds.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In this study, the effect of tire shreds on the shear strength properties of sand was investigated.
📊
Key Findings & Data:In the study, sand samples were mixed with various percentages of tire shreds and direct shear tests were performed under different normal stresses.
💡
Conclusion & Impact:Based on the test results, it was seen that, the shear strength properties of sand can be improved significantly by mixing the sand samples with certain percentages of tire shreds.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Atık Lastik · Kum · Kayma Mukavemeti

Abstract

In this study, the effect of tire shreds on the shear strength properties of sand was investigated. In the study, sand samples were mixed with various percentages of tire shreds and direct shear tests were performed under different normal stresses. Based on the test results, it was seen that, the shear strength properties of sand can be improved significantly by mixing the sand samples with certain percentages of tire shreds.

Özet

Bu çalışmada, atık lastik parçacıklarının kumun kayma mukavemeti özellikleri üzerindeki etkisi incelenmiştir. Çalışmada, kum numuneler hacimce değişik yüzdelerdeki lastik parçacıklarıyla karıştırılmış ve lastik-kum karışımları üzerinde farklı normal gerilmeler altında kesme kutusu deneyleri gerçekleştirilmiştir. Gerçekleştirilen kesme kutusu deneylerinden, kum numunelerin, lastik parçacıkları ile belli oranlarda karıştırılması durumunda kayma mukavemeti özelliklerinin önemli ölçüde iyileştirilebileceği görülmüştür.

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Cite This Article

KESKİN, M. S., LAMAN, M. (2016). Laboratory Investigation of Shear Strength of Waste Tire-Sand Mixtures. Çukurova Üniversitesi Mühendislik Fakültesi dergisi, Cilt: 27 - Sayı: 2, 27–36. https://ajindex.com/articles/715487

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References (14)

  1. Gönüllü, M.T., “Endüstriyel Kirlenme Kontrolü”, Cilt:1, Birsen Yayinevi, 466s., 2004
  2. Young, H.M., Sellasie, K., Zeroka, D., Sabris, G., “Physical and Chemical Properties of Recycled Tire Shreds for Use in Construction”, Journal of Environmental Engineering, ASCE, 129 (10):921-929, 2003
  3. Zornberg, J.G., Alexandre, R.C., Viratjandr, C., “Behaviour of Tire Shred-Sand Mixtures”, Canadian Geotechnical Journal, 41 (2):227-241, 2004
  4. Bosscher, P.J., Edil, T.B., Kuraoka, S., “Design of Highway Embankments Using Tire Chips”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123 (4):295-304, 1997
  5. Humphrey, D.N., “Investigation of Exothermic Reaction in Tire Shred Fill Located on SR 100 in Ilwaco, Washington”, Consulting Report to FHWA, US Department of Transportation, 1996
  6. Humphrey, D.N., Kate, L.E., “Five Year Study of the Effect of Tire TDA Placed Above the Water Table on Groundwater Quality”, Transportation Research, Record 1714, Transportation Research Board, Washington, D.C., 18-24, 2000
  7. Dickson, T.H., Dwyer, D.F., Humphrey, D.N., “Prototypes Tire-Shred Embankment Construction”, Transportation Research, Record 1755, TRB, National Research Council, Washington, D.C., 160-167, 2001
  8. Humphrey, D.N., Sandford, T.C., “Tire Shreds as Lightweight Subgrade Fill and Retaining Wall Backfill”, In: Proceedings of the Symposium on Recovery and Effective Reuse of Discarded Materials and By-Products for Construction of Highway Facilities, Federal Highway Administration, Washington, DC, pp. 5–87 to 5–99, 1993
  9. Ahmed, I., “Laboratory Study on Properties of Rubber Soils”, Report No. FHWA/IN/JHRP- 93/4, Purdue University, West Lafayette, Indianapolis, 1993
  10. Foose G.J, Benson C.H., Bosscher P.J., “Sand Reinforced with Shredded Waste Tires”, Journal of Geotechnical Engineering, ASCE, 122 (9):760-767, 1996
  11. Wu, W.Y., Benda, C.C., Cauley, R.F., “Triaxial Determination of Shear Strength of Tire Chips”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123 (5):479-482, 1997
  12. Tatlisoz, N., Edil, T.B., Benson C., “Interaction Between Reinforcing Geosynthetics and Soil-Tire Chip Mixtures”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124 (11):1109-1119, 1998
  13. Edincliler, A., Baykal, G., Dengili, K., “Determination of Static and Dynamic Behaviour of Waste Materials”, Resources, Conservation and Recycling, 42 (3):223-237, 2004
  14. Ghazavi, M., Sakhi, M.A., “Optimization of Aspect Ratio of Waste Tir