Research Article
Uçucu Kül Ve Mermer Tozu Katkılarının Zeminin Stabilizasyonuna ve Donma-Çözülmesine Etkisinin Araştırılması
Abstract
Zemin stabilizasyonunda farklı
katkı maddelerinin davranışı, uzun yıllardan beri geoteknik mühendisliğinde
araştırılan bir çalışma alanıdır. Bu çalışmada uçucu kül ve mermer tozu
atıkları, katı atık yönetimi kapsamında zemin stabilizasyonu için
kullanılmıştır. Çalışma kapsamında, düşük plastisiteli killi bir zemine %25
uçucu kül ve sırasıyla %0, %5, %10, %15, %20 oranlarında mermer tozu ilave
edilmiştir. Hazırlanan karışımların indeks ve dayanım gibi geoteknik
özellikleri irdelenmiştir. Ayrıca, katkı maddelerinin zeminin donma-çözülme
çevrimi sonucundaki dayanım değerlerine etkisi incelenmiştir. Çalışma
sonucunda, uçucu kül+mermer tozu
karışımlarının sadece uçucu kül içeren karışımlara göre daha yüksek dayanım
sağladığı sonucuna varılmıştır.
References
- Aksoy, İ., H., (1992), Uçucu küllerin geoteknikte kullanımı, Zemin Mekaniği ve Temel Mühendisliği Dördüncü Ulusal Kongresi, Ekim, İstanbul, Bildiriler Kitabı, 248-259.Bhattacharjee, U. ve Kandpal, T., C., (2002), Potential fly ash utilisation in India, Energy, 27, 2, 151-166.Bin-Shafique, S., Rahman, K., Yaykiran, M. ve Azfar, I., (2010), The long-term performance of two fly ash stabilized fine-grained soil subbases, Resources, Conservation and Recycling, 54, 666-672. Buhler, R., L. ve Cerato, A., B., (2007), Stabilization of Oklahoma expansive soils using lime and class C fly ash, GeoDenver Congress: New Peaks in Geotechnics, 1-10.Degirmenci, N., Okucu, A. ve Turabi, A., (2007), Application of phosphogypsum in soil stabilization, Building and Environment, 42, 3393-3398.Edil, T., B., Acosta, H., A. ve Benson, C., H., (2006), Stabilizing soft fine grained soils with fly ash, Journal of Materials in Civil Engineering, 18, 2, 283-294.F. Yilmaz, H. A. Kamiloğlu and E. Şadoğlu, (2015), Soil stabilization with using waste materials against freezing thawing effect, Acta Physica Polonica A, vol. 182, pp. 392-394.Ghosh, A. ve Subbarao, C., (2007), Strength characteristics of class F fly ash modified with lime and gypsum, Journal of Geotechnical and Geoenvironmental Engineering, 133, 7, 757-766.Kumar, B., R., P. ve Sharma, R., S., (2004), Effect of fly ash on engineering properties of expansive soils, Journal of Geotechnical and Geoenvironmental Engineering, 130, 7, 764-767.Lin, D., F., Lin, K., L. ve Luo, H., L., (2007), A comparison between sludge ash and fly ash on the ımprovement in soft soil, Journal of the Air-Waste Management Association, 57, 59-64.M. Özer, and M. Orhan, (2007), Zeminlerin tane büyüklüğü dağılımının lazer kırınım yöntemiyle belirlenmesi, Politeknik Dergisi, vol. 10, no 3, 331-337.Nalbantoğlu, Z., (2004), Effectiveness of class C fly ash as an expansive soil stabilizer, Construction and Building Materials, 18, 377-381.Prakabar, J., Dendorkar, N. ve Morchhale, R., K., (2004), Influence of fly ash on strength behavior of typical soils, Construction and Building Materials, 18, 263-267.Seco, A., Ramírez, F., Miqueleiz, L. ve García, B., (2011), Stabilization of expansive soils for use in construction, Applied Clay Science, 51, 348-352.Sezer, A., İnan, G., Yılmaz, H. R. ve Ramyar, K., (2006), Utilization of a very high lime fly ash for ımprovement of Izmir clay, Building and Environment, 41, 150-155.Silitonga, E., Levacher, D. ve Mezazigh, S., (2009), Effect of the use of fly ash as a binder on the mechanical behaviour of treated dredged sediments, Environmental Technology, 30, 8, 799-807.Şenol, A. ve Edil, T., B., (2004), Uçucu kül ile stabilize edilen yumuşak zeminlerin CBR sonuçlarının değerlendirilmesi, Zemin Mekaniği ve Temel Mühendisliği Onuncu Ulusal Kongresi, Eylül, İstanbul, Bildiriler Kitabı, 275-280.Ü. Bulut, and L. Tanaçan (2009), Perlitin puzolanik aktivitesi, İtü Dergisi A, vol. 8, no 1, pp. 81-89.Yarbaşı, N., Kalkan, E. ve Akbulut, S., (2007), Modification of the geotechnical properties, as influenced by freeze-thaw, of granular soils with waste additives, Cold Regions Science and Technology, 48, 44-54. Zha, F., Liu, S., Du, Y. ve Cui, K., (2008), Behavior of expansive soils stabilized with fly ash, Natural Hazards, 47, 3, 509-523.
Investigation of the Effect of Fly Ash and Marble Powder Additives on Stabilization and Freezing-Thawing of Soil
Abstract
The behavior of different
additives in soil stabilization has been investigated for many years in geotechnical
engineering. In this study, fly ash and marble dust waste were used for soil
stabilization within the scope of solid waste management. In this study, 25%
fly ash and 0%, 5%, 10%, 15%, 20% marble dust were added to a low plasticity
clayey soil. The geotechnical properties of the prepared mixtures such
as index and strength were investigated.
In addition, the effect of the additives on the strength values of the
freeze-thaw cycle of the soil was investigated.As a result of this study, it
was concluded that fly ash+marble dust mixes provided higher strength than
mixtures containing only fly ash.
References
- Aksoy, İ., H., (1992), Uçucu küllerin geoteknikte kullanımı, Zemin Mekaniği ve Temel Mühendisliği Dördüncü Ulusal Kongresi, Ekim, İstanbul, Bildiriler Kitabı, 248-259.Bhattacharjee, U. ve Kandpal, T., C., (2002), Potential fly ash utilisation in India, Energy, 27, 2, 151-166.Bin-Shafique, S., Rahman, K., Yaykiran, M. ve Azfar, I., (2010), The long-term performance of two fly ash stabilized fine-grained soil subbases, Resources, Conservation and Recycling, 54, 666-672. Buhler, R., L. ve Cerato, A., B., (2007), Stabilization of Oklahoma expansive soils using lime and class C fly ash, GeoDenver Congress: New Peaks in Geotechnics, 1-10.Degirmenci, N., Okucu, A. ve Turabi, A., (2007), Application of phosphogypsum in soil stabilization, Building and Environment, 42, 3393-3398.Edil, T., B., Acosta, H., A. ve Benson, C., H., (2006), Stabilizing soft fine grained soils with fly ash, Journal of Materials in Civil Engineering, 18, 2, 283-294.F. Yilmaz, H. A. Kamiloğlu and E. Şadoğlu, (2015), Soil stabilization with using waste materials against freezing thawing effect, Acta Physica Polonica A, vol. 182, pp. 392-394.Ghosh, A. ve Subbarao, C., (2007), Strength characteristics of class F fly ash modified with lime and gypsum, Journal of Geotechnical and Geoenvironmental Engineering, 133, 7, 757-766.Kumar, B., R., P. ve Sharma, R., S., (2004), Effect of fly ash on engineering properties of expansive soils, Journal of Geotechnical and Geoenvironmental Engineering, 130, 7, 764-767.Lin, D., F., Lin, K., L. ve Luo, H., L., (2007), A comparison between sludge ash and fly ash on the ımprovement in soft soil, Journal of the Air-Waste Management Association, 57, 59-64.M. Özer, and M. Orhan, (2007), Zeminlerin tane büyüklüğü dağılımının lazer kırınım yöntemiyle belirlenmesi, Politeknik Dergisi, vol. 10, no 3, 331-337.Nalbantoğlu, Z., (2004), Effectiveness of class C fly ash as an expansive soil stabilizer, Construction and Building Materials, 18, 377-381.Prakabar, J., Dendorkar, N. ve Morchhale, R., K., (2004), Influence of fly ash on strength behavior of typical soils, Construction and Building Materials, 18, 263-267.Seco, A., Ramírez, F., Miqueleiz, L. ve García, B., (2011), Stabilization of expansive soils for use in construction, Applied Clay Science, 51, 348-352.Sezer, A., İnan, G., Yılmaz, H. R. ve Ramyar, K., (2006), Utilization of a very high lime fly ash for ımprovement of Izmir clay, Building and Environment, 41, 150-155.Silitonga, E., Levacher, D. ve Mezazigh, S., (2009), Effect of the use of fly ash as a binder on the mechanical behaviour of treated dredged sediments, Environmental Technology, 30, 8, 799-807.Şenol, A. ve Edil, T., B., (2004), Uçucu kül ile stabilize edilen yumuşak zeminlerin CBR sonuçlarının değerlendirilmesi, Zemin Mekaniği ve Temel Mühendisliği Onuncu Ulusal Kongresi, Eylül, İstanbul, Bildiriler Kitabı, 275-280.Ü. Bulut, and L. Tanaçan (2009), Perlitin puzolanik aktivitesi, İtü Dergisi A, vol. 8, no 1, pp. 81-89.Yarbaşı, N., Kalkan, E. ve Akbulut, S., (2007), Modification of the geotechnical properties, as influenced by freeze-thaw, of granular soils with waste additives, Cold Regions Science and Technology, 48, 44-54. Zha, F., Liu, S., Du, Y. ve Cui, K., (2008), Behavior of expansive soils stabilized with fly ash, Natural Hazards, 47, 3, 509-523.
There are 1 citations in total.
Details
| Primary Language | Turkish |
|---|---|
| Subjects | Engineering |
| Journal Section | Articles |
| Authors | |
| Publication Date | January 28, 2020 |
| Submission Date | November 27, 2018 |
| Published in Issue | Year 2020 Volume: 8 Issue: 1 |
