Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi

M. Salih Keskin; Mustafa Laman

Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi

Year 2012, Volume: 27 Issue: 2, 27 - 36, 25.07.2016

Abstract

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.

Keywords

Atık Lastik, Kum, Kayma Mukavemeti, Laboratuar

References

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 Tire Shreds in Sand– Shred Mixtures Using CBR Tests”, Geotechnical Testing Journal, 28 (6):1–6, 2005.
15. Attom, M.F., “The Use of Shredded Waste Tires to Improve the Geotechnical Engineering Properties of Sands”, Environmental Geology, 49:497-503, 2006.
16. Cetin, H., Fener, M., Gunaydın, O., “Geotechnical Properties of Tire-Cohesive Clayey Soil Mixtures as a Fill Material”, Engineering Geology, 88 (1–2):110–120, 2006.
17. Keskin, M.S., “Güçlendirilmiş Kumlu Şevlere Oturan Yüzeysel Temellerin Deneysel ve Teorik Analizi”, Doktora Tezi, Çukurova Üniversitesi

Laboratory Investigation of Shear Strength of Waste Tire-Sand Mixtures

Year 2012, Volume: 27 Issue: 2, 27 - 36, 25.07.2016

M. Salih Keskin Mustafa Laman

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.

Keywords

Waste tire, Sand, Shear strength, Laboratory

References

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 Tire Shreds in Sand– Shred Mixtures Using CBR Tests”, Geotechnical Testing Journal, 28 (6):1–6, 2005.
15. Attom, M.F., “The Use of Shredded Waste Tires to Improve the Geotechnical Engineering Properties of Sands”, Environmental Geology, 49:497-503, 2006.
16. Cetin, H., Fener, M., Gunaydın, O., “Geotechnical Properties of Tire-Cohesive Clayey Soil Mixtures as a Fill Material”, Engineering Geology, 88 (1–2):110–120, 2006.
17. Keskin, M.S., “Güçlendirilmiş Kumlu Şevlere Oturan Yüzeysel Temellerin Deneysel ve Teorik Analizi”, Doktora Tezi, Çukurova Üniversitesi

There are 17 citations in total.

Details

Other ID	JA33YH66PH
Journal Section	Articles
Authors	M. Salih Keskin This is me Mustafa Laman This is me
Publication Date	July 25, 2016
Published in Issue	Year 2012 Volume: 27 Issue: 2

Cite

APA	Keskin, M. S., & Laman, M. (2016). Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi. Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi, 27(2), 27-36.
AMA	Keskin MS, Laman M. Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi. cukurovaummfd. July 2016;27(2):27-36.
Chicago	Keskin, M. Salih, and Mustafa Laman. “Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi”. Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi 27, no. 2 (July 2016): 27-36.
EndNote	Keskin MS, Laman M (July 1, 2016) Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi. Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi 27 2 27–36.
IEEE	M. S. Keskin and M. Laman, “Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi”, cukurovaummfd, vol. 27, no. 2, pp. 27–36, 2016.
ISNAD	Keskin, M. Salih - Laman, Mustafa. “Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi”. Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi 27/2 (July 2016), 27-36.
JAMA	Keskin MS, Laman M. Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi. cukurovaummfd. 2016;27:27–36.
MLA	Keskin, M. Salih and Mustafa Laman. “Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi”. Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi, vol. 27, no. 2, 2016, pp. 27-36.
Vancouver	Keskin MS, Laman M. Atık Lastik-Kum Karışımlarının Kayma Mukavemetinin Laboratuar Deneyleriyle İncelenmesi. cukurovaummfd. 2016;27(2):27-36.