Araştırma Makalesi
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Farklı oranlardaki bazalt fiber takviyesinin kaolinin serbest basınç dayanımına etkisi

Yıl 2024, Cilt: 13 Sayı: 1, 169 - 175, 15.01.2024
https://doi.org/10.28948/ngumuh.1352665

Öz

Dayanımı düşük olan zeminleri stabilize etmek veya güçlendirmek amacıyla kullanılan birçok malzeme bulunmaktadır. Stabilize çalışmalarında uçucu kül, kireç, tüf, silis dumanı gibi katkı malzemeleri tercih edilirken, güçlendirme çalışmalarında ise fiber kullanımı yaygınlaşmaktadır. Geleneksel yöntemlere alternatif olarak ortaya çıkan fiber kullanımı yaygınlaşmıştır. Zemin güçlendirmede en fazla tercih edilen fiber türleri ise cam, karbon, polipropilen ve bazalt fiberlerdir. Doğada çok geniş yayılım gösteren bazalt kayasından üretilen, dayanımı yüksek, ekonomik, çevre dostu, doğal ve daha birçok üstün özelliğinden dolayı günümüzde kullanımı artan bazalt fiber bu çalışmada takviye malzemesi olarak seçilmiştir. Bu çalışmanın amacı, bazalt fiber ile güçlendirilen düşük plastisiteli kaolin kilinde bazalt fiber oranının dayanıma olan etkilerinin incelenmesidir. Bu amaçla 6 mm uzunluğundaki bazalt fiberin kile farklı oranlarda eklenmesi ve optimum su içeriğinde sıkıştırılmasıyla hazırlanan silindirik örneklerde serbest basınç deneyleri gerçekleştirilmiştir. Bazalt fiber ile güçlendirilen örneklerde maksimum dayanım % 2 bazalt fiber katkı oranına sahip örnekte elde edilmiştir. Bazalt fiber oranının daha fazla olduğu örneklerde ise dayanımın azaldığı belirlenmiştir.

Kaynakça

  • Ö. Ekincioğlu, Mechanical Behavior of Cement Based Composites Reinforced with Hybrid Fibres-An Optimum Design. Master Thesis, Istanbul Technical University Institute of Science and Technology, 2003.
  • M. Aral, Mechanical behavior of cement based composites with hybrid fibres-an optimum design. Master Thesis, Istanbul Technical University Institute of Science and Technology, 2006.
  • L. Gao, G. Hu, N. Xu, J. Fu, C. Xiang and C. Yang, Experimental study on unconfined compressive strength of basalt fiber reinforced clay soil. Advances in Materials Science and Engineering, 1-8, 2015. https://doi.org/10.1155/2015/561293.
  • C.P. Ndepete S. Sert, Use of basalt fibers for soil improvement. Acta Physica Polonica, 130(1), 355-356, 2016. https://doi.org/10.12693/ APhysPolA.130.355.
  • PG. Gisymol and K. Ramya, A study on the effect of basalt fiber in organic soil. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 14(4), 13-17, 2017.
  • A. Boz, A. Sezer, T. Özdemir, G.E. Hızal, O. Azdeniz Dolmacı, Mechanical properties of lime-treated clay reinforced with different types of randomly distributed fibers. Arabian Journal of Geosciences, 11(122), 1-14, 2018. https://doi.org/10.1007/s12517-018-3458-x.
  • A. Kenan and A. Özocak, Effect of basalt fiber addition on shear strength of silty soils. International Symposium on Natural Hazards and Disaster Management, 918-924, 2018.
  • V. M. Pandit, C. Rohit, K. Tushar, C. Ayushi, G. Bhushan and C. Deepali, Study of basalt fiber on compaction characteristics of black cotton soil. 6th International Conference on Recent Trends in Engineering & Technology (ICRTET), 850-853, 2018.
  • M. Küçükosmanoğlu, Use of basalt fiber in soil improvement. Master's thesis, Sakarya University, Sakarya, 2019.
  • P. Ocakbaşı, The Effect of Basalt Fiber Addition on Undrained Shear Strength of Clayey Soils. Master Thesis, Sakarya University Institute of Science and Technology, 2019.
  • R. Y. Kale, ND. Dahake, SM. Sahu, GA. Gawande, PJ. Wailker, VR. Patekar and CR. Pawar, Soil stabilization by using basalt fibers. International Journal of Scientific Research & Engineering Trends, 6(3), 1931-1935, 2020.
  • A. Sungur, MF. Yazıcı and SN. Keskin, Experimental research on the engineering properties of basalt fiber reinforced clayey soil. European Journal of Science and Technology Special Issue, 28, 895-899, 2021. https://doi.org/10.31590/ejosat.1011881.
  • S. Terzi, Contribution of basalt fiber to shear strenght of clayey soils. Master's thesis, Sakarya University, Sakarya, 2021.
  • J. Xu, Z. Wu, H. Chen, L. Shao, X. Zhou, S. Wang, Triaxial shear behavior of basalt fiber-reinforced loess based on digital image technology. KSCE Journal of Civil Engineering 25(10), 3714-3726, 2021. https://doi.org/10.1007/s12205-021-2034-1.
  • N. Zhao, H. Wu, Z. Huang, Strength behavior of red clay reinforced by basalt chopped fiber. Arabian Journal of Geosciences, 14, 2021. https://doi.org/ 10.1007/s12517-020-06275-w.
  • O. Saran, A. Demiröz, Investigation of basalt fiber and fly ash use in soil stabilization. Konya Journal of Engineering Sciences, 10(2), 495-511, 2022. https://doi.org/10.36306/konjes.1103582.
  • Z. Gürocak and Y. Aslan Topçuoğlu, The effect of basalt fiber use on the unconfined compressive strength of low plasticity clay. Gümüşhane University Journal of Science and Technology, 13(3), 608-701, 2023. https://doi.org/10.17714/gumusfenbil.1283148.
  • C. Tang, B. Shi, W. Gao, F. Chen and Y. Cai, Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembranes, 25(3), 194-202, 2007.
  • MTA-Maden Tetkik Arama. (2023, August, 28). https://www.mta.gov.tr/v3.0/sayfalar/bilgi-merkezi/maden-serisi/img/kaolen.pdf.
  • H. Jamshaid and R. Mishra, A green material from rock: basalt fiber-a review. The Journal of the Textile Institute, 107(7), 923-937, 2015. https://doi.org/ 10.1080/00405000.2015.1071940.
  • ASTM D4318-17e1, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM International, West Conshohocken, PA, 2017. https://doi.org/10.1520/D4318-17E01.
  • ASTM D698-12e2, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort. ASTM International, West Conshohocken, PA, 2012. https://doi.org/ 10.1520/D0698-12E02.
  • ASTM D2166M-16, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. ASTM International, West Conshohocken, PA, 2016. https://doi.org/10.1520/D2166-06.

The effect of basalt fiber reinforcement at different ratios on the unconfined compressive strength of kaolin

Yıl 2024, Cilt: 13 Sayı: 1, 169 - 175, 15.01.2024
https://doi.org/10.28948/ngumuh.1352665

Öz

There are many materials used for stabilization or reinforcement of low strength soils. While additives such as fly ash, lime, tuff, silica fume are preferred in stabilization works, fibers are used in reinforcement works. The use of fiber, which has emerged as an alternative to traditional methods, has become widespread. The most preferred fiber types in soil reinforcement are glass, carbon, polypropylene and basalt fibers. Basalt fiber, which is produced from basalt rock and widely distributed in nature, was chosen as a reinforcement material in this study, which is increasingly used due to its high strength, economic, environmentally friendly, natural and many other superior properties. The aim of this study is to examine the effects of basalt fiber ratio on strength in low plasticity kaolin clay reinforced with basalt fiber. For this purpose, unconfined pressure tests were carried out on cylindrical samples prepared by adding 6 mm long basalt fiber at different rates to clay and compressing it at optimum water content. In the samples reinforced with basalt fiber, the maximum strength was obtained from the sample which has 2 % basalt fiber ratio. It was determined that the strength decreased in samples with higher basalt fiber content.

Kaynakça

  • Ö. Ekincioğlu, Mechanical Behavior of Cement Based Composites Reinforced with Hybrid Fibres-An Optimum Design. Master Thesis, Istanbul Technical University Institute of Science and Technology, 2003.
  • M. Aral, Mechanical behavior of cement based composites with hybrid fibres-an optimum design. Master Thesis, Istanbul Technical University Institute of Science and Technology, 2006.
  • L. Gao, G. Hu, N. Xu, J. Fu, C. Xiang and C. Yang, Experimental study on unconfined compressive strength of basalt fiber reinforced clay soil. Advances in Materials Science and Engineering, 1-8, 2015. https://doi.org/10.1155/2015/561293.
  • C.P. Ndepete S. Sert, Use of basalt fibers for soil improvement. Acta Physica Polonica, 130(1), 355-356, 2016. https://doi.org/10.12693/ APhysPolA.130.355.
  • PG. Gisymol and K. Ramya, A study on the effect of basalt fiber in organic soil. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 14(4), 13-17, 2017.
  • A. Boz, A. Sezer, T. Özdemir, G.E. Hızal, O. Azdeniz Dolmacı, Mechanical properties of lime-treated clay reinforced with different types of randomly distributed fibers. Arabian Journal of Geosciences, 11(122), 1-14, 2018. https://doi.org/10.1007/s12517-018-3458-x.
  • A. Kenan and A. Özocak, Effect of basalt fiber addition on shear strength of silty soils. International Symposium on Natural Hazards and Disaster Management, 918-924, 2018.
  • V. M. Pandit, C. Rohit, K. Tushar, C. Ayushi, G. Bhushan and C. Deepali, Study of basalt fiber on compaction characteristics of black cotton soil. 6th International Conference on Recent Trends in Engineering & Technology (ICRTET), 850-853, 2018.
  • M. Küçükosmanoğlu, Use of basalt fiber in soil improvement. Master's thesis, Sakarya University, Sakarya, 2019.
  • P. Ocakbaşı, The Effect of Basalt Fiber Addition on Undrained Shear Strength of Clayey Soils. Master Thesis, Sakarya University Institute of Science and Technology, 2019.
  • R. Y. Kale, ND. Dahake, SM. Sahu, GA. Gawande, PJ. Wailker, VR. Patekar and CR. Pawar, Soil stabilization by using basalt fibers. International Journal of Scientific Research & Engineering Trends, 6(3), 1931-1935, 2020.
  • A. Sungur, MF. Yazıcı and SN. Keskin, Experimental research on the engineering properties of basalt fiber reinforced clayey soil. European Journal of Science and Technology Special Issue, 28, 895-899, 2021. https://doi.org/10.31590/ejosat.1011881.
  • S. Terzi, Contribution of basalt fiber to shear strenght of clayey soils. Master's thesis, Sakarya University, Sakarya, 2021.
  • J. Xu, Z. Wu, H. Chen, L. Shao, X. Zhou, S. Wang, Triaxial shear behavior of basalt fiber-reinforced loess based on digital image technology. KSCE Journal of Civil Engineering 25(10), 3714-3726, 2021. https://doi.org/10.1007/s12205-021-2034-1.
  • N. Zhao, H. Wu, Z. Huang, Strength behavior of red clay reinforced by basalt chopped fiber. Arabian Journal of Geosciences, 14, 2021. https://doi.org/ 10.1007/s12517-020-06275-w.
  • O. Saran, A. Demiröz, Investigation of basalt fiber and fly ash use in soil stabilization. Konya Journal of Engineering Sciences, 10(2), 495-511, 2022. https://doi.org/10.36306/konjes.1103582.
  • Z. Gürocak and Y. Aslan Topçuoğlu, The effect of basalt fiber use on the unconfined compressive strength of low plasticity clay. Gümüşhane University Journal of Science and Technology, 13(3), 608-701, 2023. https://doi.org/10.17714/gumusfenbil.1283148.
  • C. Tang, B. Shi, W. Gao, F. Chen and Y. Cai, Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembranes, 25(3), 194-202, 2007.
  • MTA-Maden Tetkik Arama. (2023, August, 28). https://www.mta.gov.tr/v3.0/sayfalar/bilgi-merkezi/maden-serisi/img/kaolen.pdf.
  • H. Jamshaid and R. Mishra, A green material from rock: basalt fiber-a review. The Journal of the Textile Institute, 107(7), 923-937, 2015. https://doi.org/ 10.1080/00405000.2015.1071940.
  • ASTM D4318-17e1, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM International, West Conshohocken, PA, 2017. https://doi.org/10.1520/D4318-17E01.
  • ASTM D698-12e2, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort. ASTM International, West Conshohocken, PA, 2012. https://doi.org/ 10.1520/D0698-12E02.
  • ASTM D2166M-16, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. ASTM International, West Conshohocken, PA, 2016. https://doi.org/10.1520/D2166-06.
Toplam 23 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Uygulamalı Jeoloji
Bölüm Araştırma Makaleleri
Yazarlar

Yasemin Aslan Topçuoğlu 0000-0002-3135-5926

Zülfü Gürocak 0000-0002-1049-8346

Erken Görünüm Tarihi 18 Aralık 2023
Yayımlanma Tarihi 15 Ocak 2024
Gönderilme Tarihi 30 Ağustos 2023
Kabul Tarihi 13 Kasım 2023
Yayımlandığı Sayı Yıl 2024 Cilt: 13 Sayı: 1

Kaynak Göster

APA Aslan Topçuoğlu, Y., & Gürocak, Z. (2024). The effect of basalt fiber reinforcement at different ratios on the unconfined compressive strength of kaolin. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, 13(1), 169-175. https://doi.org/10.28948/ngumuh.1352665
AMA Aslan Topçuoğlu Y, Gürocak Z. The effect of basalt fiber reinforcement at different ratios on the unconfined compressive strength of kaolin. NÖHÜ Müh. Bilim. Derg. Ocak 2024;13(1):169-175. doi:10.28948/ngumuh.1352665
Chicago Aslan Topçuoğlu, Yasemin, ve Zülfü Gürocak. “The Effect of Basalt Fiber Reinforcement at Different Ratios on the Unconfined Compressive Strength of Kaolin”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 13, sy. 1 (Ocak 2024): 169-75. https://doi.org/10.28948/ngumuh.1352665.
EndNote Aslan Topçuoğlu Y, Gürocak Z (01 Ocak 2024) The effect of basalt fiber reinforcement at different ratios on the unconfined compressive strength of kaolin. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 13 1 169–175.
IEEE Y. Aslan Topçuoğlu ve Z. Gürocak, “The effect of basalt fiber reinforcement at different ratios on the unconfined compressive strength of kaolin”, NÖHÜ Müh. Bilim. Derg., c. 13, sy. 1, ss. 169–175, 2024, doi: 10.28948/ngumuh.1352665.
ISNAD Aslan Topçuoğlu, Yasemin - Gürocak, Zülfü. “The Effect of Basalt Fiber Reinforcement at Different Ratios on the Unconfined Compressive Strength of Kaolin”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 13/1 (Ocak 2024), 169-175. https://doi.org/10.28948/ngumuh.1352665.
JAMA Aslan Topçuoğlu Y, Gürocak Z. The effect of basalt fiber reinforcement at different ratios on the unconfined compressive strength of kaolin. NÖHÜ Müh. Bilim. Derg. 2024;13:169–175.
MLA Aslan Topçuoğlu, Yasemin ve Zülfü Gürocak. “The Effect of Basalt Fiber Reinforcement at Different Ratios on the Unconfined Compressive Strength of Kaolin”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, c. 13, sy. 1, 2024, ss. 169-75, doi:10.28948/ngumuh.1352665.
Vancouver Aslan Topçuoğlu Y, Gürocak Z. The effect of basalt fiber reinforcement at different ratios on the unconfined compressive strength of kaolin. NÖHÜ Müh. Bilim. Derg. 2024;13(1):169-75.

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