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Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, pH ve Elektrik İletkenlik Özelliklerinin İncelenmesi

Year 2020, Volume: 10 Issue: 1, 290 - 298, 01.03.2020
https://doi.org/10.21597/jist.576519

Abstract

Nano malzemelerin kullanım alanları her geçen gün artmaktadır. Günümüzde birçok alanda olduğu gibi inşaat mühendisliğinde de nano partiküllerin kullanılabilirliği araştırmacıların dikkatini çekmektedir. Çalışma kapsamında, % 0.5, %1, %2 ve %3 oranlarında nano-CuO, yüksek plastisiteli kil ile interkalasyon yöntemi kullanılarak karıştırılmış ve elde edilen kompozit kil örneklerinin kıvam limitleri, pH ve elektrik iletkenlik özelliklerinin nano-CuO oranı ile değişimi incelenmiştir. Nanopartikülün eklenmesi likit limit değerlerini arttırırken, plastik limit değerlerinde göreceli olarak bir düşüşe neden olmuştur. Diğer taraftan, nano-CuO katkı oranı arttıkça pH ve elektrik iletkenlik değerlerinin arttığı tespit edilmiştir.

References

  • Abu-Hassanein HS, Benson CH and Blotz LR, 1996, The Electrical Resistivity of Compacted Clays. Journal of Geotechnical Engineering, 122(5): 397–406.
  • Akbulut RK, 2008. Yüzey aktif madde ile muamele edilen kilin bazı fiziksel ve kimyasal özellikleri. Yüksek Lisans Tezi, Atatürk Üniversitesi Fen Bilimleri Enstitüsü.
  • Arabani M, Haghi AK, Mohamadzadeh Sani A, Kambozia N, 2012. Use of nanoclay for improvement the microstructure and mechanical properties of soil stabilized by cement. Proceeding of the 4th International Conference on Nanostructures (ICNS4), 12–14 March 2012, Kish Island, Iran.
  • ASTM D 698-00a, 2003. Standard Test Method for Laboratory compaction Characteristics of Soil Using Standard Effort. AnnualBook of ASTM Standards, American Society For Testing and Materials, 04.08,West Conshohocken, pp. 78–87.
  • ASTM D 4318, 2003. Standart Test Methods for Liquid Limite, Plastic Limit, and Plasticity Index of Soils. Annual Book of ASTM Standards, American Society For Testing and Materials, 04.08, West Conshohocken, pp. 582-595.
  • Baykara T, 2008. Malzeme Enstitüsü Nano-malzeme Araştırmaları. Nano Teknolojide Ürüne Dönüştürülebilir Araştırma ve Ticarileştirme Konferansı ve Proje Pazarı, 22-23 Aralık 2008, İstanbul.
  • Bryson LS and Bathe A, 2009, Determination of Selected Geotechnical Properties of Soil Using Electrical Conductivity Testing. Geotechnical Testing Journal, Vol. 32, No. 3
  • BS 1377-2, 1990. Methods of test for soils for civil engineering purposes. Classification tests. British Standard, 31 August 1990.
  • Ghasabkolaei N, 2013. The Effect of Using Nanoparticles on Geotechnical Properties of Cement-Stabilized Clay. Babol Noshirvani University of Technology Graduate School of Natural and Applied Sciences, Master Thesis (Printed).
  • Kalinski RJ and Kelly WE, 1993. Estimating Water Content of Soils from Electrical Resistivity. Geotechnical Testing Journal, 16(3): 323–329.
  • Kananizadehn N, Ebadi T, Rizi SEM, Khoshniat SA, 2011. Behavior of nanoclay as an additive in order to reduce Kahrizak landfill clay permeability. 2nd International Conference on Environmental Science and Technology, 26–28 February 2011, Singapore.
  • Lee SY, Cho JW, Hahn PS, Lee M, Lee BY, Kim JK, 2005. Microstructural changes of reference montmorillonites by cationic surfactants. Applied Clay Science, 30: 174-180.
  • Lou HL, Hsiao DH, Lin CK, 2012. Cohesive soil stabilized using sewage sludge ash/cement and nano aluminum oxide. International Journal of Transportation Science and Technology, 1 (1): 83–100.
  • Moavenian MH and Yasrobi SS, 2008. Volume change behavior of compacted clay due to organic liquids as permeant. Applied Clay Science, 39(1): 60-71, DOI: 10.1016/j.clay.2007.04.009.
  • Taha MR, Taha OME, 2012. Influence of nanomaterial on the expansive and shrinkage soil behavior. Journal of Nanoparticle Research, 14: 1190.
  • Ünver E, 2015. Problemli Kil Zeminlerin Uçucu Kül İle İyileştirilmesi. Yüksek lisans tezi, Eskişehir Osmangazi Üniversitesi Fen Bilimleri Enstitüsü.
  • Yoon KH, Choi WJ, Kang DH, 2000. PHotoelectrochemical properties of copper oxide thin films coated on an n-Si substrate. Thin Solid Films, 37: 250-256 Zaimoglu AS, Tan O and Akbulut RK, 2016. Optimization of Consistency Limits and Plasticity Index of Fine-grained Soils Modified with Polypropylene Fibers and Additive Materials. KSCE Journal of Civil Engineering, 20: 662. https://doi.org/10.1007/s12205-015-0540-8

Investigation of Liquid Limit, pH and Electrical Conductivity Properties of Composite Clay Mixtures Prepared With Nano-CuO

Year 2020, Volume: 10 Issue: 1, 290 - 298, 01.03.2020
https://doi.org/10.21597/jist.576519

Abstract

The usage areas of nano materials are increasing day by day. As in many other fields, the availability of nano-particles in civil engineering attracts the attention of researchers. In this study, 0.5%, 1%, 2% and 3% nano-CuO was mixed with high plasticity clay by using intercalation method and the changes of consistency limits, pH and electrical conductivity properties with nano-CuO ratio of the composite clay samples were investigated. The addition of the nanoparticle increases the liquid limit values, also resulting in a relative decrease in the plastic limit values. On the other hand, as the ratio of nano-CuO additives increases, pH and electrical conductivity values increase.

References

  • Abu-Hassanein HS, Benson CH and Blotz LR, 1996, The Electrical Resistivity of Compacted Clays. Journal of Geotechnical Engineering, 122(5): 397–406.
  • Akbulut RK, 2008. Yüzey aktif madde ile muamele edilen kilin bazı fiziksel ve kimyasal özellikleri. Yüksek Lisans Tezi, Atatürk Üniversitesi Fen Bilimleri Enstitüsü.
  • Arabani M, Haghi AK, Mohamadzadeh Sani A, Kambozia N, 2012. Use of nanoclay for improvement the microstructure and mechanical properties of soil stabilized by cement. Proceeding of the 4th International Conference on Nanostructures (ICNS4), 12–14 March 2012, Kish Island, Iran.
  • ASTM D 698-00a, 2003. Standard Test Method for Laboratory compaction Characteristics of Soil Using Standard Effort. AnnualBook of ASTM Standards, American Society For Testing and Materials, 04.08,West Conshohocken, pp. 78–87.
  • ASTM D 4318, 2003. Standart Test Methods for Liquid Limite, Plastic Limit, and Plasticity Index of Soils. Annual Book of ASTM Standards, American Society For Testing and Materials, 04.08, West Conshohocken, pp. 582-595.
  • Baykara T, 2008. Malzeme Enstitüsü Nano-malzeme Araştırmaları. Nano Teknolojide Ürüne Dönüştürülebilir Araştırma ve Ticarileştirme Konferansı ve Proje Pazarı, 22-23 Aralık 2008, İstanbul.
  • Bryson LS and Bathe A, 2009, Determination of Selected Geotechnical Properties of Soil Using Electrical Conductivity Testing. Geotechnical Testing Journal, Vol. 32, No. 3
  • BS 1377-2, 1990. Methods of test for soils for civil engineering purposes. Classification tests. British Standard, 31 August 1990.
  • Ghasabkolaei N, 2013. The Effect of Using Nanoparticles on Geotechnical Properties of Cement-Stabilized Clay. Babol Noshirvani University of Technology Graduate School of Natural and Applied Sciences, Master Thesis (Printed).
  • Kalinski RJ and Kelly WE, 1993. Estimating Water Content of Soils from Electrical Resistivity. Geotechnical Testing Journal, 16(3): 323–329.
  • Kananizadehn N, Ebadi T, Rizi SEM, Khoshniat SA, 2011. Behavior of nanoclay as an additive in order to reduce Kahrizak landfill clay permeability. 2nd International Conference on Environmental Science and Technology, 26–28 February 2011, Singapore.
  • Lee SY, Cho JW, Hahn PS, Lee M, Lee BY, Kim JK, 2005. Microstructural changes of reference montmorillonites by cationic surfactants. Applied Clay Science, 30: 174-180.
  • Lou HL, Hsiao DH, Lin CK, 2012. Cohesive soil stabilized using sewage sludge ash/cement and nano aluminum oxide. International Journal of Transportation Science and Technology, 1 (1): 83–100.
  • Moavenian MH and Yasrobi SS, 2008. Volume change behavior of compacted clay due to organic liquids as permeant. Applied Clay Science, 39(1): 60-71, DOI: 10.1016/j.clay.2007.04.009.
  • Taha MR, Taha OME, 2012. Influence of nanomaterial on the expansive and shrinkage soil behavior. Journal of Nanoparticle Research, 14: 1190.
  • Ünver E, 2015. Problemli Kil Zeminlerin Uçucu Kül İle İyileştirilmesi. Yüksek lisans tezi, Eskişehir Osmangazi Üniversitesi Fen Bilimleri Enstitüsü.
  • Yoon KH, Choi WJ, Kang DH, 2000. PHotoelectrochemical properties of copper oxide thin films coated on an n-Si substrate. Thin Solid Films, 37: 250-256 Zaimoglu AS, Tan O and Akbulut RK, 2016. Optimization of Consistency Limits and Plasticity Index of Fine-grained Soils Modified with Polypropylene Fibers and Additive Materials. KSCE Journal of Civil Engineering, 20: 662. https://doi.org/10.1007/s12205-015-0540-8
There are 17 citations in total.

Details

Primary Language Turkish
Subjects Civil Engineering
Journal Section İnşaat Mühendisliği / Civil Engineering
Authors

Ahmet Şahin Zaimoğlu 0000-0001-5245-0212

Faruk Altun This is me 0000-0002-0627-2811

Fatih Işık 0000-0003-3641-3512

Rahim Kağan Akbulut 0000-0002-6342-1019

Publication Date March 1, 2020
Submission Date June 12, 2019
Acceptance Date October 15, 2019
Published in Issue Year 2020 Volume: 10 Issue: 1

Cite

APA Zaimoğlu, A. Ş., Altun, F., Işık, F., Akbulut, R. K. (2020). Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, pH ve Elektrik İletkenlik Özelliklerinin İncelenmesi. Journal of the Institute of Science and Technology, 10(1), 290-298. https://doi.org/10.21597/jist.576519
AMA Zaimoğlu AŞ, Altun F, Işık F, Akbulut RK. Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, pH ve Elektrik İletkenlik Özelliklerinin İncelenmesi. J. Inst. Sci. and Tech. March 2020;10(1):290-298. doi:10.21597/jist.576519
Chicago Zaimoğlu, Ahmet Şahin, Faruk Altun, Fatih Işık, and Rahim Kağan Akbulut. “Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, PH Ve Elektrik İletkenlik Özelliklerinin İncelenmesi”. Journal of the Institute of Science and Technology 10, no. 1 (March 2020): 290-98. https://doi.org/10.21597/jist.576519.
EndNote Zaimoğlu AŞ, Altun F, Işık F, Akbulut RK (March 1, 2020) Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, pH ve Elektrik İletkenlik Özelliklerinin İncelenmesi. Journal of the Institute of Science and Technology 10 1 290–298.
IEEE A. Ş. Zaimoğlu, F. Altun, F. Işık, and R. K. Akbulut, “Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, pH ve Elektrik İletkenlik Özelliklerinin İncelenmesi”, J. Inst. Sci. and Tech., vol. 10, no. 1, pp. 290–298, 2020, doi: 10.21597/jist.576519.
ISNAD Zaimoğlu, Ahmet Şahin et al. “Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, PH Ve Elektrik İletkenlik Özelliklerinin İncelenmesi”. Journal of the Institute of Science and Technology 10/1 (March 2020), 290-298. https://doi.org/10.21597/jist.576519.
JAMA Zaimoğlu AŞ, Altun F, Işık F, Akbulut RK. Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, pH ve Elektrik İletkenlik Özelliklerinin İncelenmesi. J. Inst. Sci. and Tech. 2020;10:290–298.
MLA Zaimoğlu, Ahmet Şahin et al. “Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, PH Ve Elektrik İletkenlik Özelliklerinin İncelenmesi”. Journal of the Institute of Science and Technology, vol. 10, no. 1, 2020, pp. 290-8, doi:10.21597/jist.576519.
Vancouver Zaimoğlu AŞ, Altun F, Işık F, Akbulut RK. Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, pH ve Elektrik İletkenlik Özelliklerinin İncelenmesi. J. Inst. Sci. and Tech. 2020;10(1):290-8.