AFFECTION TO ENGINEERING PROPERTIES OF CLAYS AT INDUSTRIAL WASTEWATERS

Ömür Çimen

Makale detayları

AFFECTION TO ENGINEERING PROPERTIES OF CLAYS AT INDUSTRIAL WASTEWATERS

Yazarlar:

Ömür Çimen

Yayıncı:

Süleyman Demirel University

Ana Başlıklar:

İnşaat Geoteknik Mühendisliği

Dergi:

Mühendislik Bilimleri ve Tasarım Dergisi Vol.12 Issue 1, pp.255-264

Belge Tipi:

Makale

Yayın Tarihi:

3/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001313923

pISSN:

1308-6693

Anahtar kelimeler:

Özet:

 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.

 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.

 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.

 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.

Makale detayları

AFFECTION TO ENGINEERING PROPERTIES OF CLAYS AT INDUSTRIAL WASTEWATERS

Yazarlar:

Ömür Çimen

Yayıncı:

Süleyman Demirel University

Ana Başlıklar:

İnşaat Geoteknik Mühendisliği

Dergi:

Mühendislik Bilimleri ve Tasarım Dergisi Vol.12 Issue 1, pp.255-264

Belge Tipi:

Makale

Yayın Tarihi:

3/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001313923

pISSN:

1308-6693

Soil Improvement

Clays

Industrial Wastewater

Consistency Limits

Swelling PressureZemin iyileştirme

Killer

Endüstriyel Atıksular

Kıvam limitleri

Şişme basıncı

Sayı

Makale detayları

Yazarlar: Ömür Çimen

Yayıncı: Süleyman Demirel University

Ana Başlıklar: İnşaat Geoteknik Mühendisliği

Dergi: Mühendislik Bilimleri ve Tasarım Dergisi Vol.12 Issue 1, pp.255-264

Belge Tipi: Makale

Yayın Tarihi: 3/2024

Belge Dili: Türkçe

Document ID (Org No.): 2001313923

pISSN: 1308-6693

Sayı

Yazarlar:

Ömür Çimen

Yayıncı:

Süleyman Demirel University

Ana Başlıklar:

İnşaat Geoteknik Mühendisliği

Dergi:

Mühendislik Bilimleri ve Tasarım Dergisi Vol.12 Issue 1, pp.255-264

Belge Tipi:

Makale

Yayın Tarihi:

3/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001313923

pISSN:

1308-6693