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HALİÇ TARAMA ÇAMURU KONSOLİDASYON DAVRANIŞININ SIZINTI ETKİLİ KONSOLİDASYON DENEYİİLE BELİRLENMESİ

DETERMINATION OF CONSOLIDATION BEHAVIOUR OF HALİÇ DREDGED MATERIAL BY USING A SEEPAGE INDUCED CONSOLIDATION TESTING SYSTEM

Journal Name:

  • Sigma Mühendislik ve Fen Bilimleri Dergisi

Publication Year:

  • 2004

Key Words:

Keywords (Original Language):

Author NameUniversity of AuthorFaculty of Author
Abstract (2. Language): 
Determination of consolidation properties of high water content clays under its own weight and/or very little effective stress is currently not possible through the classic experimental methods. A new experimental technique, dubbed “Seepage Induced Consolidation Test” by Imai (Imai, G. (1979), Soils and Foundations, 19, No.3, 45-60) was developed to more realistically study the consolidation behaviour of such high water content soils under seepage forces. The goal of this study was to determine the consolidation properties (specifically the "variation of void ratio with effective stress (e-σv′)" and "coefficient of permeability with void ratio (k-e)" relationships) of high water content soils that are deposited in areas where they are subject to compression under their own weight and/or surcharge loads. A seepage induced testing system was built at the Yildiz Technical University Soil Mechanics Laboratory, and this system was used to investigate three different clay samples that were prepared in a slurry style mix. The experimental results were observed to be consistent with the relationships proposed in the literature for the "variation of void ratio with effective stress" and "coefficient of permeability with void ratio" during consolidation of high water content soils.
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Abstract (Original Language): 
Yüksek su muhtevasına sahip killi malzemelerin konsolidasyon davranışının incelenmesinde malzemenin kendi ağırlığı altında ve çok küçük efektif gerilme durumlarında konsolidasyon özelliklerinin belirlenmesi klasik konsolidasyon deneyleriyle mümkün olmamaktadır. Bu nedenle ilk kez İmai (Imai, G. (1979), Soils and Foundations, 19, No.3, 45-60) tarafından bu tip zeminlerin davranışını gerçeğe daha yakın modelleyen, akış hızı kontrollü sızıntı etkili konsolidasyon deneyi (Seepage Induced Consolidation Test) kullanılmıştır. Bu çalışmada yüksek su muhtevasına sahip zeminlerin depolandığı sahada kendi ağırlığı ve/veya sürşarj yükleri altındaki davranışını tahmin edebilmek için gerekli sıkışma özelliklerinin (efektif gerilme-boşluk oranı ve permeabilite-boşluk oranı ilişkileri) belirlenmesi amaçlanmıştır. Bu kapsamda YTÜ Geoteknik Laboratuarı’nda sızıntı etkili bir konsolidasyon deney düzeneği kurularak, Haliç tarama çamurundan “slurry” kıvamda hazırlanan numuneler üzerinde sızıntı etkili konsolidasyon deneyleri yapılmıştır. Deneylerden elde edilen bulguların literatürde yüksek su muhtevasına sahip zeminlerde elde edilen bulgularla uyum içinde olduğu belirlenmiştir.
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  • 3
60-72
  • Turkish

REFERENCES

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