Araştırma Makalesi
BibTex RIS Kaynak Göster

Granit Atık Çamuru ve Sepiyolit İkameli Kendiliğinden Yerleşen Harçlarda Puzolanik Aktivitenin Belirlenmesi

Yıl 2025, Erken Görünüm, 1 - 1
https://doi.org/10.29109/gujsc.1525887

Öz

Bu çalışma ile, Portland Çimentosu (PÇ) yerine farklı oranlarda Granit Atık Çamuru (GAÇ) ve Sepiyolit (SP) ilave edilerek üretilen Kendiliğinden Yerleşen Harçların (KYH) dayanım ve durabilite özellikleri incelenmiştir. Çimento yerine ikame yöntemiyle Kırşehir yöresinde bulunan Granitaş işletmesine ait GAÇ ve Eskişehir Akmin Mineral ve Madenciliğe ait açık renkli SP’le birlikte ve ayrı ayrı kullanılarak, toplamda 17 adet harç numunesi üretilmiştir. Kendiliğinden yerleşen betonların özelliklerini etkileyen önemli faktörlerden biri harçların taze özelliğidir. Harçların, işlenebilirliğini belirlemek ve kendiliğinden yerleşebilirlik özelliklerini araştırmak amacıyla, mini çökme-yayılma ve mini V-hunisi deneyleri yapılmıştır. Hazırlanan numuneler üzerinde 3, 7 ve 28 günlük periyotlarda üç noktalı eğilme ve basınç deneyi yapılmıştır. Ayrıca 28 günlük numuneler üzerinde kapiler su emme deneyi yapılarak ve daha sonra numunelerin toplam porozite oranları, su emme ve yoğunlukları belirlenmiştir. Kırşehir Granitaş işletmesine ait GAÇ malzemesi, harçların taze ve sertleşmiş özellikleri bakımından değerlendirildiğinde %15 ‘e kadar ikame oranlarında harç içerisinde mineral bir katkı olarak kullanılabilir olduğu, Eskişehir Akmin Mineral ve Madencilik işletmesine ait açık renkli olan SP, düşük ilave oranlarında harç içerisinde mineral bir katkı olarak değerlendirilebilir olduğu belirlenmiştir. GAÇ KYH oluşumlarda daha az su içerdiğinden daha boşluksuz bir yapıya ve numunelerde mikro-dolgu etkisine sahip olması nedeniyle kontrol numunesi ve SP’den daha iyi dayanım sonuçları vermiştir.

Kaynakça

  • [1] Ozawa, K. High performance concrete based on the durability design of concrete structures. in The Second East Asia-Pasific Conference on Structural Engineering & Construction. 1989.
  • [2] Felekoğlu, B. and B. Baradan. Kendiliğinden yerleşen betonların mekanik özellikleri. (2004).
  • [3] Açıkgenç, M., M. Karataş, Z.Ç. Ulucan. Elazığ yöresine ait atık tuğla ve kireç taşı tozunun kendiliğinden yerleşen harcın mühendislik özelliklerine etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 19(6), 249-255, (2013).
  • [4] TS EN 12350-9. 2011. BetonTaze Beton Deneyleri-Bölüm 9: Kendiliğinden Yerleşen Beton Çökme-V Hunisi Deneyi. Türk Standartları Enstitüsü, Ankara.
  • [5] EFNARC, F. Specification and guidelines for self-compacting concrete. European federation of specialist construction chemicals and concrete system. (2002).
  • [6] EFNARC, 2005. “European Guidelines for Self-Compacting Concrete, Specification and Production and Use”, EFNARC, May 2005, Association House, UK, (www.efnarc.org), 68p, May 2005.
  • [7] Mardani-Aghabaglou, A., G.I. Sezer, K. Ramyar. Comparison of fly ash, silica fume and metakaolin from mechanical properties and durability performance of mortar mixtures view point. Construction and Building Materials. 70 17-25, (2014).
  • [8] Mohamed, O.A. and O.F. Najm. Compressive strength and stability of sustainable self-consolidating concrete containing fly ash, silica fume, and GGBS. Frontiers of Structural and Civil Engineering. 11 406-411, (2017).
  • [9] Li, L.G., et al. Effects of Micro-silica and Nano-silica on Fresh Properties of Mortar. Materials science. 23(4), 362-371, (2017).
  • [10] Şahmaran, M., H.A. Christianto, İ.Ö. Yaman. The effect of chemical admixtures and mineral additives on the properties of self-compacting mortars. Cement and concrete composites. 28(5), 432-440, (2006).
  • [11] Kavas, T., E. Sabah, M. Çelik. Structural properties of sepiolite-reinforced cement composite. Cement and Concrete Research. 34(11), 2135-2139, (2004).
  • [12] Gomes, M.L.P., et al. Mechanical and physical investigation of an artificial stone produced with granite residue and epoxy resin. Journal of Composite Materials. 55(9), 1247-1254, (2021).
  • [13] Menezes, R.R., et al. Use of granite sawing wastes in the production of ceramic bricks and tiles. Journal of the European Ceramic Society. 25(7), 1149-1158, (2005).
  • [14] Uysal, M. The Use of Waste Maroon Marble Powder and Iron Oxide Pigment in the Production of Coloured Self‐Compacting Concrete. Advances in Civil Engineering. 2018(1), 8093576, (2018).
  • [15] Sharma, P. and T. Singh. A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bulletin of Engineering Geology and the Environment. 67 17-22, (2008).
  • [16] Samad, H.A. and R. Abd Rashid. Influence of dolomite and granite waste content on the properties of artificial marble. in IOP Conference Series. Materials Science and Engineering. 2020. IOP Publishing.
  • [17] Barani, K. and H. Esmaili. Production of artificial stone slabs using waste granite and marble stone sludge samples. (2016).
  • [18] Boz, A.K., Granit arenasının beton içerisinde filler malzeme olarak kullanılması ve performans analizi. 2019, Fen Bilimleri Enstitüsü.
  • [19] Domone, P. and J. JIN. Properties of mortar for self-compacting concrete. in Self-compacting concrete (Stockholm, 13-14 September 1999). 1999.
  • [20] Lozano-Lunar, A., et al. Performance of self-compacting mortars with granite sludge as aggregate. Construction and Building Materials. 251 118998, (2020).
  • [21] Vijayalakshmi, M. and A. Sekar. Strength and durability properties of concrete made with granite industry waste. Construction and Building Materials. 46 1-7, (2013).
  • [22] Mármol, I., et al. Use of granite sludge wastes for the production of coloured cement-based mortars. Cement and Concrete Composites. 32(8), 617-622, (2010).
  • [23] Allam, M., E. Bakhoum, G. Garas. Re-use of granite sludge in producing green concrete. Journal of Engineering and Applied Sciences. 9(12), 2731-2737, (2014).
  • [24] Jain, A., R. Gupta, S. Chaudhary. Sustainable development of self-compacting concrete by using granite waste and fly ash. Construction and Building Materials. 262 120516, (2020).
  • [25] Chen, Z., J.S. Li, C.S. Poon. Combined use of sewage sludge ash and recycled glass cullet for the production of concrete blocks. Journal of Cleaner Production. 171 1447-1459, (2018).
  • [26] Khotbehsara, M., et al., Durability Characteristics of Self-Compacting Concrete Incorporating Pumice and Metakaolin (Retraction of Vol 29, art no 04017218, 2017). 2021, ASCE-AMER SOC CIVIL ENGINEERS 1801 ALEXANDER BELL DR, RESTON, VA 20191-4400 USA.
  • [27] ASTM C348, (2002) “Standard test method for flexural strength of hydraulic cement mortars”, Annual book of ASTM standards, USA.
  • [28] Ghannam, S., H. Najm, R. Vasconez. Experimental study of concrete made with granite and iron powders as partial replacement of sand. Sustainable Materials and Technologies. 9 1-9, (2016).
  • [29] Singh, S., et al. Experimental investigation of sustainable concrete made with granite industry by-product. Journal of Materials in Civil Engineering. 29(6), 04017017, (2017).
  • [30] Angeline Jemina, J., et al. Durability Studies on Self-Compacting Concrete Containing Sepiolite Powder and Recycled Coarse Aggregates. in International Conference on Interdisciplinary Approaches in Civil Engineering for Sustainable Development. 2023. Springer.
  • [31] TS 4045, 1984, Yapı malzemelerinde kapiler su emme tayini, TSE, Ankara

Determination of pozzolanic Activity in Granite Waste Sludge and Sepiolite Substituted Self-Compacting Mortars

Yıl 2025, Erken Görünüm, 1 - 1
https://doi.org/10.29109/gujsc.1525887

Öz

In this study, the strength and durability properties of Self-Compacting Mortars (SCC) produced by replacing Portland Cement (PC) with Granite Waste Sludge (GWS) and Sepiolite (SP) at different ratios were investigated. A total of 17 mortar specimens were produced by using GWS from Granitaş in Kırşehir and light colored SP from Akmin Mineral and Mining in Eskişehir together and separately as cement substitutes. One of the important factors affecting the properties of self-compacting concretes is the fresh properties of mortars. In order to determine the workability and investigate the self-compacting properties of the mortars, mini-slump-scatter and mini V-moon tests were conducted. Three-point bending and compression tests were performed on the prepared specimens at 3, 7 and 28 days periods. In addition, capillary water absorption tests were performed on 28-day old samples and then total porosity ratios, water absorption and densities of the samples were determined. When the GWS material from Kırşehir Granitaş enterprise was evaluated in terms of fresh and hardened properties of mortars, it was determined that it can be used as a mineral additive in mortars at replacement rates up to 15%, and the light-colored SP from Eskişehir Akmin Mineral and Mining enterprise can be used as a mineral additive in mortars at low addition rates. Since GWS contains less water in SCC formations, it has a more void-free structure and micro-filling effect in the specimens, which gave better strength results than the control specimen and SP.

Kaynakça

  • [1] Ozawa, K. High performance concrete based on the durability design of concrete structures. in The Second East Asia-Pasific Conference on Structural Engineering & Construction. 1989.
  • [2] Felekoğlu, B. and B. Baradan. Kendiliğinden yerleşen betonların mekanik özellikleri. (2004).
  • [3] Açıkgenç, M., M. Karataş, Z.Ç. Ulucan. Elazığ yöresine ait atık tuğla ve kireç taşı tozunun kendiliğinden yerleşen harcın mühendislik özelliklerine etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 19(6), 249-255, (2013).
  • [4] TS EN 12350-9. 2011. BetonTaze Beton Deneyleri-Bölüm 9: Kendiliğinden Yerleşen Beton Çökme-V Hunisi Deneyi. Türk Standartları Enstitüsü, Ankara.
  • [5] EFNARC, F. Specification and guidelines for self-compacting concrete. European federation of specialist construction chemicals and concrete system. (2002).
  • [6] EFNARC, 2005. “European Guidelines for Self-Compacting Concrete, Specification and Production and Use”, EFNARC, May 2005, Association House, UK, (www.efnarc.org), 68p, May 2005.
  • [7] Mardani-Aghabaglou, A., G.I. Sezer, K. Ramyar. Comparison of fly ash, silica fume and metakaolin from mechanical properties and durability performance of mortar mixtures view point. Construction and Building Materials. 70 17-25, (2014).
  • [8] Mohamed, O.A. and O.F. Najm. Compressive strength and stability of sustainable self-consolidating concrete containing fly ash, silica fume, and GGBS. Frontiers of Structural and Civil Engineering. 11 406-411, (2017).
  • [9] Li, L.G., et al. Effects of Micro-silica and Nano-silica on Fresh Properties of Mortar. Materials science. 23(4), 362-371, (2017).
  • [10] Şahmaran, M., H.A. Christianto, İ.Ö. Yaman. The effect of chemical admixtures and mineral additives on the properties of self-compacting mortars. Cement and concrete composites. 28(5), 432-440, (2006).
  • [11] Kavas, T., E. Sabah, M. Çelik. Structural properties of sepiolite-reinforced cement composite. Cement and Concrete Research. 34(11), 2135-2139, (2004).
  • [12] Gomes, M.L.P., et al. Mechanical and physical investigation of an artificial stone produced with granite residue and epoxy resin. Journal of Composite Materials. 55(9), 1247-1254, (2021).
  • [13] Menezes, R.R., et al. Use of granite sawing wastes in the production of ceramic bricks and tiles. Journal of the European Ceramic Society. 25(7), 1149-1158, (2005).
  • [14] Uysal, M. The Use of Waste Maroon Marble Powder and Iron Oxide Pigment in the Production of Coloured Self‐Compacting Concrete. Advances in Civil Engineering. 2018(1), 8093576, (2018).
  • [15] Sharma, P. and T. Singh. A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bulletin of Engineering Geology and the Environment. 67 17-22, (2008).
  • [16] Samad, H.A. and R. Abd Rashid. Influence of dolomite and granite waste content on the properties of artificial marble. in IOP Conference Series. Materials Science and Engineering. 2020. IOP Publishing.
  • [17] Barani, K. and H. Esmaili. Production of artificial stone slabs using waste granite and marble stone sludge samples. (2016).
  • [18] Boz, A.K., Granit arenasının beton içerisinde filler malzeme olarak kullanılması ve performans analizi. 2019, Fen Bilimleri Enstitüsü.
  • [19] Domone, P. and J. JIN. Properties of mortar for self-compacting concrete. in Self-compacting concrete (Stockholm, 13-14 September 1999). 1999.
  • [20] Lozano-Lunar, A., et al. Performance of self-compacting mortars with granite sludge as aggregate. Construction and Building Materials. 251 118998, (2020).
  • [21] Vijayalakshmi, M. and A. Sekar. Strength and durability properties of concrete made with granite industry waste. Construction and Building Materials. 46 1-7, (2013).
  • [22] Mármol, I., et al. Use of granite sludge wastes for the production of coloured cement-based mortars. Cement and Concrete Composites. 32(8), 617-622, (2010).
  • [23] Allam, M., E. Bakhoum, G. Garas. Re-use of granite sludge in producing green concrete. Journal of Engineering and Applied Sciences. 9(12), 2731-2737, (2014).
  • [24] Jain, A., R. Gupta, S. Chaudhary. Sustainable development of self-compacting concrete by using granite waste and fly ash. Construction and Building Materials. 262 120516, (2020).
  • [25] Chen, Z., J.S. Li, C.S. Poon. Combined use of sewage sludge ash and recycled glass cullet for the production of concrete blocks. Journal of Cleaner Production. 171 1447-1459, (2018).
  • [26] Khotbehsara, M., et al., Durability Characteristics of Self-Compacting Concrete Incorporating Pumice and Metakaolin (Retraction of Vol 29, art no 04017218, 2017). 2021, ASCE-AMER SOC CIVIL ENGINEERS 1801 ALEXANDER BELL DR, RESTON, VA 20191-4400 USA.
  • [27] ASTM C348, (2002) “Standard test method for flexural strength of hydraulic cement mortars”, Annual book of ASTM standards, USA.
  • [28] Ghannam, S., H. Najm, R. Vasconez. Experimental study of concrete made with granite and iron powders as partial replacement of sand. Sustainable Materials and Technologies. 9 1-9, (2016).
  • [29] Singh, S., et al. Experimental investigation of sustainable concrete made with granite industry by-product. Journal of Materials in Civil Engineering. 29(6), 04017017, (2017).
  • [30] Angeline Jemina, J., et al. Durability Studies on Self-Compacting Concrete Containing Sepiolite Powder and Recycled Coarse Aggregates. in International Conference on Interdisciplinary Approaches in Civil Engineering for Sustainable Development. 2023. Springer.
  • [31] TS 4045, 1984, Yapı malzemelerinde kapiler su emme tayini, TSE, Ankara
Toplam 31 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Yapı Malzemeleri
Bölüm Tasarım ve Teknoloji
Yazarlar

Aynur İrmak Er 0000-0003-0184-3969

Salih Yazıcıoğlu 0000-0002-6767-2026

Erken Görünüm Tarihi 26 Mayıs 2025
Yayımlanma Tarihi
Gönderilme Tarihi 31 Temmuz 2024
Kabul Tarihi 8 Ekim 2024
Yayımlandığı Sayı Yıl 2025 Erken Görünüm

Kaynak Göster

APA İrmak Er, A., & Yazıcıoğlu, S. (2025). Granit Atık Çamuru ve Sepiyolit İkameli Kendiliğinden Yerleşen Harçlarda Puzolanik Aktivitenin Belirlenmesi. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji1-1. https://doi.org/10.29109/gujsc.1525887

                                     16168      16167     16166     21432        logo.png   


    e-ISSN:2147-9526