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Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci

Year 2020, Volume: 7 Issue: 13, 157 - 166, 28.12.2020

Abstract

Bu araştırma, doğal bir malzeme olan keçi kılı lifleri ile takviye edilmiş killi zeminin donma-çözülme testi sonucundaki dayanım değişikliklerini belirlemek amacıyla yapılmıştır.Bu çalışmada kullanılan killi zemine % 0.5, %1, %1,5 ve %2 Keçi Kılı lifleri ilave edilmiştir.İnce ve iri taneli zeminlerin doğal katkı maddeleri ile zayıf jeoteknik özellikleri güçlendirilmesi/modifikasyonu son yıllarda birçok çalışmanın ana konusu olmuştur. Donma ve çözülmeye maruz kalan zeminlerin mukavemetini arttırmak için en uygun katkı maddelerinin, katkı oranlarının ve kür süresinin seçilmesini gerektirir. Bu çalışmada hem ana malzeme (killi zemin) hem de dört farklı karışım numunesi için 1, 7 ve 28 günlük kür süreleri ve 12 donma-çözülme döngüsü gerçekleştirilmiştir.Örneklerin 24 saat ayarlanabilir dondurma-çözdürme kabinine -21°C'de ve +21°C'de 24 saat yerleştirilmesiyle bir döngü tamamlanmıştır.Tek eksenli basınç dayanımı testi ile eklenen katkı maddesinin killi zeminin donma-çözülme öncesi ve sonrası direncini artırdığı belirlenmiştir.En uygun karışım 28 günlük kür sonrasında Kil +%1.5 Keçi kılı lifi olarak belirlenmiştir. Sonuç olarak, killi toprak ve keçi kılı liflerinin eşzamanlı kullanımının, incelenen kohezyonlu killi zeminlerin stabilizasyonu/güçlendirilmesi için etkili bir strateji olarak kabul edilebileceği sonucuna varılmıştır.

References

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  • [4] Yarbaşı N, Kalkan E, Akbulut S. “Modification of the geotechnical properties, as influenced by freeze-thaw, of granular soils with waste additives”. Cold Regions Science and Technology, 2007, 48(1), 44-54.
  • [5] Hejazi SM, Sheikhzadeh M, Abtahi SM, Zadhoush A. “A Simple Review of Soil Reinforcement by Using Natural and Synthetic Fibers”. Construction Building Material, 30(2012), 100–116.
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  • [8] Yarbasi N. “The freezing-thawing behavior of clayey soils reinforced with scrap tires pieces”. Pamukkale University Journal of Engineering Sciences, 2016, 22(6), 559-562.
  • [9] Zaimoglu AŞ, Akbulut RK, Arasan S. “Effect of Freeze-Thaw Cycles on Strength Behavior of Compacted Chicken Quill-Clay Composite in Undrained Loading”. Journal of Natural Fibers,13(2016): 3, 299-308.
  • [10] Narayanan KS, Sharmila SMR.“Stabilization of Clay with Human Hair Fiber”. International Journal of Civil Engineering and Technology (IJCIET), Volume 8, Issue 4, pp. 664-668. 2017.
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  • [12] Aygun Z, Yarbasi N. “Analyses of the Structural and the Temperature-Dependent Magnetic Properties of Pine Resin and Pine Bark from the Oltu/Erzurum Region in Turkey”. Journal of the Korean Physical Society, 2018, Vol. 72, No. 7, pp. 795-799.
  • [13] Tosee VR. “Different Percentage of Bagass And Hair Of Goat In Concrete Slab: Application, PSC Reduction, and Strength”. Soil Structure Interaction Journal (SSIJ) 2018, Vol. (1), 47-52.
  • [14] Yarbasi N. “Performance of granular soils reinforced with obsidian (volcanic glass) additives in different proportions subjected to freeze-thaw”. Pamukkale University Journal of Engineering Sciences, 2019, 25(6), 764-767.
  • [15] Jankowska D, Wyrostek A, Patkowska–Sokoła B, Czyż K. “Comparison of Physico-mechanical Properties of Fibre and Yarn Made of Alpaca, Sheep, and Goat Wool”. Journal of Natural Fibers, doi: 10.1080/15440478.2019.1691126
  • [16] Broda J. Gawlowski A. “Influence of Sheep Wool on Slope Greening”. Journal of Natural Fibers, 2020,Vol. 17, Issue 6, 820-832.
  • [17] Yarbaşi N. “Effect of Freezing-Thawing on Clayey Soils Reinforced with Human Hair Fibers”. Journal of Natural Fibers, 2020, 17(6), 921-931.
  • [18] Ghazavi M, Roustaei M. “The influence of freeze–thaw cycles on the unconfined compressive strength of fiber-reinforced clay”. Cold Regions Science and Technology, 2010, 61(2): 125-131.
  • [19] Mahdavian L. “Effects of magnetic field, pH and retention time on the lead (Pb2+) adsorption by modified human hair, goat hair and sheep wool”. African Journal of Microbiology Research, 2012, Volume 6 (1), 183-189. [20] Raja T, Anand P, Karthik M, Sundaraj M. “Evaluation of Mechanical Properties of Natural Fibre Reinforced Composites – A Review”, International Journal of Mechanical Engineering and Techonolgy, 2017, 8(7), 915–924.
  • [21] Jayaseelan J, Vijayakumar KR, Ethiraj N, Sivabalan T, Andrewnallayan W. “The effect of fibre loading and graphene on the mechanical properties of goat hair fibre epoxy composite”. IOP Conference Series: Materials Science and Engineering, Volume 282, Busan, Korea, 2017.
  • [22] Tosee VR. “Different Percentage of Bagass And Hair Of Goat In Concrete Slab: Application, PSC Reduction, and Strength”. Soil Structure Interaction Journal (SSIJ) 2018, Vol. (1), 47-52.
  • [23] Göktepe F, Canipek G, Soysal MI. “The Comparison of Physical Characteristics of Anatolian Native Goat Down Fibers With Cashmere”. Textile and confection, 2018, 29 (1), 11-21.
  • [24] Jankowska D, Wyrostek A, Patkowska–Sokoła B, Czyż K. “Comparison of Physico-mechanical Properties of Fibre and Yarn Made of Alpaca, Sheep, and Goat Wool”. Journal of Natural Fibers, doi: 10.1080/15440478.2019.1691126
  • [25] Kalkan E, Bayraktutan M. “Geotechnical evaluation of Turkish clay deposits: a case study in Northern Turkey”, Environmental Geology, 2008, 55 (5), 937-950.
  • [26] Kudaka. “Ovine breeding in the province of Erzurum”. Northeast Development Agency, Sectoral Research Report, (EYDO/SAR/17/01), Erzurum, Turkey, 2017. [27] MEB. Textile Technology, Ministry of National Education, Ankara, Turkey, 2014.
  • [28] Galán-Marín, C, Rivera–Gómez C, Petric-Gray J. “Clay-based composite stabilized with natural polymer and fiber. Construction and Building Materials, 2010a, 24 (8): 1462–1468.
  • [29] Galán-Marín, C, Rivera-Gómez C, Petric-Gray J. “Effect of animal fibers reinforcement on stabilized earth mechanical properties”. Journal of Biobased Materials and Bioenergy, 2010b, 4(2):121–128.
  • [30] Zaimoglu AS, Yetimoglu T. “Strength behavior of fine grained soil reinforced with randomly distributed polypropylene fibers”. Geotechnical and Geological Engineering, 2012, 30 (1):197–203.
  • [31] Eskisar T, Altun S. “Experımental Investıgatıon On Mechanical Behavior of Fiber Reinforced Fine Grained Soils by Unconfined Compression Tests”. 6. Geotechnical Symposium, Çukurova University, Adana, Turkey, 26-27, 2015. [32] Yu Y, Yang W, Wang B, Meyers MA. “Structure and mechanical behavior of human hair”. Materials Science & Engineering. C, Materials for Biological Applications 73(2017): 152–63.
Year 2020, Volume: 7 Issue: 13, 157 - 166, 28.12.2020

Abstract

References

  • [1] Prabakar J, Sridhar RS. “Effect of random inclusion of sisal fiber on strength behavior of soil”. Construction and Building Materials, 16(2002):123–31
  • [2] Zheljazkov VD. “Assessment of wool waste and hair waste as soil amendment and nutrient source”. Journal of Environmental Quality, 2005, 34(6), 2310–2317.
  • [3] Akbulut S, Arasan S, Kalkan E. “Modification of clayey soils using scrap tire rubber and synthetic fibers”. Applied Clay Science, 2007,38(1–2) : 23–32.
  • [4] Yarbaşı N, Kalkan E, Akbulut S. “Modification of the geotechnical properties, as influenced by freeze-thaw, of granular soils with waste additives”. Cold Regions Science and Technology, 2007, 48(1), 44-54.
  • [5] Hejazi SM, Sheikhzadeh M, Abtahi SM, Zadhoush A. “A Simple Review of Soil Reinforcement by Using Natural and Synthetic Fibers”. Construction Building Material, 30(2012), 100–116.
  • [6] Maliakal T, Thiyyakkandi S. “Influence of randomly distributed coir fibers on the shear strength of clay”. Geotechnical Geology Engineering, 31(2012):425–433.
  • [7] Ayothiraman R, Bhuyan P, Jain R. “Comparative Studies on Performance of Human Hair and Coir Fibers against Synthetic Fibers in Soil Reinforcement”, presented at the Third Annual International Conference on Architecture and Civil Engineering (ACE 2014), 222–227, Singapore, 2014.
  • [8] Yarbasi N. “The freezing-thawing behavior of clayey soils reinforced with scrap tires pieces”. Pamukkale University Journal of Engineering Sciences, 2016, 22(6), 559-562.
  • [9] Zaimoglu AŞ, Akbulut RK, Arasan S. “Effect of Freeze-Thaw Cycles on Strength Behavior of Compacted Chicken Quill-Clay Composite in Undrained Loading”. Journal of Natural Fibers,13(2016): 3, 299-308.
  • [10] Narayanan KS, Sharmila SMR.“Stabilization of Clay with Human Hair Fiber”. International Journal of Civil Engineering and Technology (IJCIET), Volume 8, Issue 4, pp. 664-668. 2017.
  • [11] Yarbasi N, Alacali M. “Investigation on the variation of strength of coarse grained soils reinforced with waste tires pieces as a result of freezing and thawing cycles”. Pamukkale University Journal of Engineering Sciences, 2018, 24(3), 561-565.
  • [12] Aygun Z, Yarbasi N. “Analyses of the Structural and the Temperature-Dependent Magnetic Properties of Pine Resin and Pine Bark from the Oltu/Erzurum Region in Turkey”. Journal of the Korean Physical Society, 2018, Vol. 72, No. 7, pp. 795-799.
  • [13] Tosee VR. “Different Percentage of Bagass And Hair Of Goat In Concrete Slab: Application, PSC Reduction, and Strength”. Soil Structure Interaction Journal (SSIJ) 2018, Vol. (1), 47-52.
  • [14] Yarbasi N. “Performance of granular soils reinforced with obsidian (volcanic glass) additives in different proportions subjected to freeze-thaw”. Pamukkale University Journal of Engineering Sciences, 2019, 25(6), 764-767.
  • [15] Jankowska D, Wyrostek A, Patkowska–Sokoła B, Czyż K. “Comparison of Physico-mechanical Properties of Fibre and Yarn Made of Alpaca, Sheep, and Goat Wool”. Journal of Natural Fibers, doi: 10.1080/15440478.2019.1691126
  • [16] Broda J. Gawlowski A. “Influence of Sheep Wool on Slope Greening”. Journal of Natural Fibers, 2020,Vol. 17, Issue 6, 820-832.
  • [17] Yarbaşi N. “Effect of Freezing-Thawing on Clayey Soils Reinforced with Human Hair Fibers”. Journal of Natural Fibers, 2020, 17(6), 921-931.
  • [18] Ghazavi M, Roustaei M. “The influence of freeze–thaw cycles on the unconfined compressive strength of fiber-reinforced clay”. Cold Regions Science and Technology, 2010, 61(2): 125-131.
  • [19] Mahdavian L. “Effects of magnetic field, pH and retention time on the lead (Pb2+) adsorption by modified human hair, goat hair and sheep wool”. African Journal of Microbiology Research, 2012, Volume 6 (1), 183-189. [20] Raja T, Anand P, Karthik M, Sundaraj M. “Evaluation of Mechanical Properties of Natural Fibre Reinforced Composites – A Review”, International Journal of Mechanical Engineering and Techonolgy, 2017, 8(7), 915–924.
  • [21] Jayaseelan J, Vijayakumar KR, Ethiraj N, Sivabalan T, Andrewnallayan W. “The effect of fibre loading and graphene on the mechanical properties of goat hair fibre epoxy composite”. IOP Conference Series: Materials Science and Engineering, Volume 282, Busan, Korea, 2017.
  • [22] Tosee VR. “Different Percentage of Bagass And Hair Of Goat In Concrete Slab: Application, PSC Reduction, and Strength”. Soil Structure Interaction Journal (SSIJ) 2018, Vol. (1), 47-52.
  • [23] Göktepe F, Canipek G, Soysal MI. “The Comparison of Physical Characteristics of Anatolian Native Goat Down Fibers With Cashmere”. Textile and confection, 2018, 29 (1), 11-21.
  • [24] Jankowska D, Wyrostek A, Patkowska–Sokoła B, Czyż K. “Comparison of Physico-mechanical Properties of Fibre and Yarn Made of Alpaca, Sheep, and Goat Wool”. Journal of Natural Fibers, doi: 10.1080/15440478.2019.1691126
  • [25] Kalkan E, Bayraktutan M. “Geotechnical evaluation of Turkish clay deposits: a case study in Northern Turkey”, Environmental Geology, 2008, 55 (5), 937-950.
  • [26] Kudaka. “Ovine breeding in the province of Erzurum”. Northeast Development Agency, Sectoral Research Report, (EYDO/SAR/17/01), Erzurum, Turkey, 2017. [27] MEB. Textile Technology, Ministry of National Education, Ankara, Turkey, 2014.
  • [28] Galán-Marín, C, Rivera–Gómez C, Petric-Gray J. “Clay-based composite stabilized with natural polymer and fiber. Construction and Building Materials, 2010a, 24 (8): 1462–1468.
  • [29] Galán-Marín, C, Rivera-Gómez C, Petric-Gray J. “Effect of animal fibers reinforcement on stabilized earth mechanical properties”. Journal of Biobased Materials and Bioenergy, 2010b, 4(2):121–128.
  • [30] Zaimoglu AS, Yetimoglu T. “Strength behavior of fine grained soil reinforced with randomly distributed polypropylene fibers”. Geotechnical and Geological Engineering, 2012, 30 (1):197–203.
  • [31] Eskisar T, Altun S. “Experımental Investıgatıon On Mechanical Behavior of Fiber Reinforced Fine Grained Soils by Unconfined Compression Tests”. 6. Geotechnical Symposium, Çukurova University, Adana, Turkey, 26-27, 2015. [32] Yu Y, Yang W, Wang B, Meyers MA. “Structure and mechanical behavior of human hair”. Materials Science & Engineering. C, Materials for Biological Applications 73(2017): 152–63.
There are 29 citations in total.

Details

Primary Language Turkish
Subjects Engineering
Journal Section Makaleler
Authors

Necmi Yarbaşı

Publication Date December 28, 2020
Submission Date September 29, 2020
Published in Issue Year 2020 Volume: 7 Issue: 13

Cite

APA Yarbaşı, N. (2020). Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi, 7(13), 157-166.
AMA Yarbaşı N. Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi. December 2020;7(13):157-166.
Chicago Yarbaşı, Necmi. “Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci”. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi 7, no. 13 (December 2020): 157-66.
EndNote Yarbaşı N (December 1, 2020) Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi 7 13 157–166.
IEEE N. Yarbaşı, “Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci”, Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi, vol. 7, no. 13, pp. 157–166, 2020.
ISNAD Yarbaşı, Necmi. “Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci”. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi 7/13 (December 2020), 157-166.
JAMA Yarbaşı N. Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi. 2020;7:157–166.
MLA Yarbaşı, Necmi. “Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci”. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi, vol. 7, no. 13, 2020, pp. 157-66.
Vancouver Yarbaşı N. Doğal Bir Materyal Olarak Keçi Kılı Lifleriyle Modifiye Edilen Kohezyonlu Zeminlerin Donma-Çözülme Direnci. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi. 2020;7(13):157-66.