EN
TR
THERMAL CONDUCTIVITY BEHAVIOR OF ZEOLITE-BENTONITE MIXTURES
Abstract
It is known that the engineering behavior of clayey soils is quite important compared to other soil types. It was observed in studies that shear strength, compressibility and many other parameters are generally negatively affected with the increase in the amount of clay. However, in addition, as the clay percentage increases, permeability decreases and therefore clay, especially "bentonite", is frequently used as a buffer material. In areas such as solid waste or nuclear waste storage areas where the temperature increases and a buffer material is needed to ensure the sealing of the waste, the thermal behavior of the buffer material to be used in the presence of high temperatures is of great importance. Currently, only bentonite (due to its high sealing properties) or sand-bentonite (due to the use of the effect of sand and bentonite in reducing the shrinkage amount) is used as a buffer material. In this study, it is aimed to test the use of zeolite-bentonite mixtures in the presence of temperature and to popularize them if suitable results are obtained. Within the scope of the study, thermal conductivity measurements of zeolite-bentonite mixtures formed using different bentonite ratios were carried out at room temperature and high temperature (55°C). The experimental results revealed how the bentonite ratio and temperature changed the thermal properties of the mixtures.
Keywords
Teşekkür
Bu çalışma kapsamında yürütülen deneylerde, Dokuz Eylül Üniversitesi Mühendislik Fakültesi İnşaat
Mühendisliği Bölümü Zemin Mekaniği laboratuvarından yararlanılmıştır. Yazar, bu destek için minnettardır. Bu çalışmada E.G., fikir sahibi olup deneyleri gerçekleştirmiş, sonuçları yorumlamış ve makaleyi yazmıştır
Kaynakça
- Akgün, H., Ada, M. & Koçkar, M.K. (2015). Performance assessment of a bentonite–sand mixture for nuclear waste isolation at the potential akkuyu nuclear waste disposal site, southern Turkey, Environ. Earth Sci. 73(10) 6101-6116.).
- Alpaydın, Ş. G. (2019). An investigation of effects of boron additives on the permeability and shear strength behavior of sand-bentonite mixtures under high temperatures. Master thesis, Dokuz Eylül University, Supervisor: Yukselen Aksoy, Y., 161 p., 2019.
- ASTM:D698-12. (2012). Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken, PA, USA, 1–13.
- Aşçı, C. (2023). Developing thermally conductive and resistive soil mixtures for energy geo-structures. Master thesis, Dokuz Eylül University, Supervisor: Yukselen Aksoy, Y., 208 p., 2023.
- Baerlocher C., Meier W. H., Olson D. H., Atlas of Zeolite Framework Types, 6th Edition, Elsevier, 2007.
- Cho, W. J., Lee, J. O., & Kang, C. H. (1999). Influence of salinity on the hydraulic conductivity of compacted bentonite. MRS Proceedings, 713.
- Çirkin, İ., Yükselen Aksoy, Y. (2022). Pomza, Perlit ve Cam Elyaf Katkılarının Yüksek Sıcaklık Altında Kum-Kaolin Karışımlarının Kayma Dayanımı Davranışına Etkisi. DEUFMD, 24(71), 657-663.
- DeVries D.A. (1963). Thermal Properties of Soils. In W.R. van Wijk (ed.) Physics of Plant Environment. North-Holland Publishing Company, Amsterdam.
Ayrıntılar
Birincil Dil
Türkçe
Konular
İnşaat Geoteknik Mühendisliği
Bölüm
Araştırma Makalesi
Yazarlar
Esra Güneri
*
0000-0002-1840-2118
Türkiye
Yayımlanma Tarihi
3 Mart 2025
Gönderilme Tarihi
16 Eylül 2024
Kabul Tarihi
27 Aralık 2024
Yayımlandığı Sayı
Yıl 1970 Cilt: 28 Sayı: 1