Effect of rice husk ash addition on the consolidation characteristics of cohesive soils
Main Article Content
One of the consequences of heavy urbanization in the cities is a widespread increase in high-rise buildings. A direct result of high-rise building construction is the increase in pressures applied to the foundation soils beneath the structures. This will cause high amount of settlements in most of the cohesive soils. Time dependent compaction of soils under constant stresses due to escape of water from voids is inevitable for most normally consolidated clays. Over a period of time, the gradual increase in effective stress in the soil layer will cause settlement. This event is referred to as consolidation. At this point, soil improvement techniques can be a good alternative for increasing the engineering properties of the soils. Rice husk ash is an organic pozzolanic by-product obtained by burning rice husks. Within the scope of this study, the consolidation characteristics of soils improved with rice husk ash, an organic pozzolanic waste product, were investigated by laboratory studies.
Aysu, Ş. (2020). Yüksek plastisiteli kil zeminlerde cam lifi katkısının zeminin mukavemet, permeabilite ve konsolidasyon özelliklerine etkisi (Master's thesis, Konya Teknik Üniversitesi).
Yilmaz, M., & Çelik, S. (2013). Kil zeminin şişme basıncı ve konsolidasyon özelliklerine öğütülmüş kumun etkisinin araştırılması. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 15(2), 32-36.
Yılmaz, I., Keskin, İ., & Yıldırım, M. (2014). Zemin mekaniği: laboratuvar deneyleri ve problemler. Seçkin Yayıncılık.
Behak, L. (2017). Soil stabilization with rice husk ash. Rice: Technology and Production, 29.
Çelik, F. (2016). An İnvestigation Of Rheological and Mechanical Properties of Cement Base Grout Mixed with Rice Husk Ash. Doktora Tezi, Gaziantep Üniversitesi Fen Bilimleri Enstitüsü, Gaziantep.
Aygün, T. (2019). Siltli bir zeminin kireç ve pirinç kabuğu külü ile iyileştirilmesi. Kırklareli Üniversitesi Fen bilimleri Enstitüsü.
Basha, E., A., Hashim, R., Mahmud, H., B., Muntohar, A., S., (2004). Stabilization Of Residual Soil with Rice Husk Ash and Cement. Construction Of Building Materials, 19.6, 448-453.
Liu, Y., Su, Y., Namdar, A., Zhou, G., She, Y., & Yang, Q. (2019). Utilization of cementitious material from residual rice husk ash and lime in stabilization of expansive soil. Advances in Civil Engineering, 2019.
Muntohar, A. S., Widianti, A., Hartono, E., & Diana, W. (2013). Engineering properties of silty soil stabilized with lime and rice husk ash and reinforced with waste plastic fiber. Journal of materials in civil engineering, 25(9), 1260-1270.
Brooks, R. M. (2009). Soil stabilization with fly ash and rice husk ash. International Journal of Research and Reviews in Applied Sciences, 1(3), 209-217.
Kar, R. K., Pradhan, P. K., & Naik, A. (2012). Consolidation characteristics of fiber reinforced cohesive soil. Electronic Journal of Geotechnical Engineering, 17, 3861-3874.
Altundağ, Y. (2016). Siltli zeminlerin konsolidasyon karakteristikleri. Sakarya Üniversitesi Fen Bilimleri Enstitüsü.
Erşan, H., & Yıldırım, H. (2011). Tekrarlı yüklemeler etkisi altında zeminlerin konsolidasyonu. İTÜDERGİSİ/d, 5(3).
Karakurt, A. B., & Ertuğrul, Ö. L. (2022). Consolidation characteristics of clayey soils improved with rice husk ash. Advanced Engineering Days (AED), 4, 119-122.