Effect of Glass Waste Sludge on the Freezing-Thawing Behavior of Clayey Soils

Yıl 2020, Cilt: 35 Sayı: 3, 783 - 796, 30.09.2020

Barış Mahmutluoğlu Baki Bağrıaçık

https://doi.org/10.21605/cukurovaummfd.846739

Cited By: 2

Öz

In recent years, since waste materials constitute a serious degree of hazard to the eco-system, several sectors have started to question the usability of these materials in different fields. In this regard, researchers have pointed out by means of the performed studies that wastes can also be utilized in soil improvement applications. Glass waste sludge (GWS) is a waste generated during the processing of the raw material used for glass production. This waste accumulates in serious amounts in nature. Studies on the use of this waste are very limited in the literature. In this study, the effect of glass waste sludge (GWS) and cement (CMT) on the strength and consolidation parameters of a clay soil was investigated under freeze-thaw behavior. Under the effect of freezing-thawing, with the addition of GWS, the clay soil became more stable, strength parameters increased and consolidation behavior improved. In addition, these improvements have been found to be further enhanced by the addition of cement.

Anahtar Kelimeler

Soil improvement, Glass waste sludge, Freezing-thawing, Unconfined compressive strength, Consolidation

Killi Zeminlerin Donma-Çözülme Davranışlarında Cam Atık Çamurunun Etkisi

Öz

Son yıllarda, atık malzemelerin ekosistem için ciddi bir tehlike oluşturması sebebiyle, birçok sektör, bu malzemelerin farklı alanlarda kullanılabilirliğini sorgulamaya başlamıştır. Bu bağlamda, araştırmacılar, atıkların zemin iyileştirme uygulamalarında da değerlendirilebileceğini, yapmış oldukları çalışmalarla vurgulamışlardır. Cam atık çamuru (CAÇ) ise, cam üretimi için kullanılan hammaddenin işlenmesi sırasında ortaya çıkan bir atıktır. Bu atık, doğada ciddi miktarlarda birikmektedir. Literatürde, bu atığın kullanılmasına yönelik çalışmalar çok kısıtlıdır. Bu çalışmada ise, cam atık çamuru (CAÇ) ve çimentonun (ÇMT), kil bir zeminin dayanım ve konsolidasyon parametrelerine etkisi, donma-çözülme davranışı altında araştırılmıştır. Donma-çözülme etkisi altında, CAÇ ilavesiyle, kil zeminin daha kararlı bir hale geldiği, zeminin dayanım parametrelerinin arttığı ve konsolidasyon davranışlarında ise iyileşmelerin olduğu gözlenmiştir. Buna ilaveten, çimento eklenmesi ile de, bu iyileşmelerin daha da arttığı görülmüştür.

Anahtar Kelimeler

Zemin iyileştirme, Cam atık çamuru, Donma-çözülme, Serbest Basınç Mukavemeti, Konsolidasyon

Kaynakça

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