AFFECTION TO ENGINEERING PROPERTIES OF CLAYS AT INDUSTRIAL WASTEWATERS

Abstract

In this study, the effects of four different industrial wastewaters in Isparta and its surroundings on some engineering properties of two different clay soils were investigated. For this purpose, consistency limits, standard compaction and constant volume swelling experiments were carried out using tap water. Later, the same experiments were conducted again using four different industrial wastewater. According to the experiments, it has been observed that the consistency limits, compaction parameters and swelling pressure values of clays vary with the wastewater used. It was observed with the experiments that liquid limit, plastic limit, plasticity indices, optimum water content and maximum dry unit volume weight depends on used wastewater. Since the characteristics of industrial wastewater change every day, it should be taken into consideration that more test results are needed when evaluating the test results.

Keywords

• Soil Improvement
• Clays
• Industrial Wastewater
• Consistency Limits
• Swelling Pressure

ENDÜSTRİYEL ATIKSULARIN KİLLERİN MÜHENDİSLİK ÖZELLİKLERİNE ETKİSİ

Abstract

Bu çalışmada, Isparta ve civarında bulunan dört farklı endüstriyel atıksuyun iki farklı kil zeminin bazı mühendislik özelliklerine olan etkileri araştırılmıştır. Bu amaçla kıvam limitleri, standart kompaksiyon ve sabit hacimli şişme deneyleri musluk suyu kullanılarak yapılmıştır. Daha sonra aynı deneyler dört farklı endüstriyel atıksu kullanılarak tekrar yapılmıştır. Yapılan deneylere göre killerin kıvam limitlerinin, kompaksiyon parametrelerinin ve şişme basıncı değerinin kullanılan atıksularla değiştiği görülmüştür. Atıksular kullanıldığında her iki zemin türü için de, maksimum kuru birim hacim ağırlığın arttığı, likit limitin, plastik limitin, plastisite indisinin, optimum su muhtevasının ve şişme basıncının azaldığı görülmüştür. Endüstriyel atıksuların özelliklerinin her gün değişiklik göstermesi sebebiyle deney sonuçlarının değerlendirilmesinde daha fazla deney sonucuna ihtiyaç olduğu göz önünde tutulmalıdır.

Keywords

• Zemin iyileştirme
• Killer
• Endüstriyel Atıksular
• Kıvam limitleri
• Şişme basıncı

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