The Effects of Chemical Fluids with Different Dielectric Constants on the Behavior of a Clayey Soil

Publish Year: 1388
نوع سند: مقاله کنفرانسی
زبان: English
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ICCE08_925

تاریخ نمایه سازی: 28 آبان 1387

Abstract:

The physico-chemical forces between the clay particles due to the variation of the dielectric constant of the pore fluids cause to have changes in the structure and the behaviour of the soil. Therefore, it was aimed to investigate the behavior of the clay at the existence of different chemical fluids with various concentrations as the pore fluid. Atterberg limit, shear strength and consolidation tests were performed by using the chemical fluids. Moreover, the optical microscope (OM) views of the specimens obtained from the mixtures in suspension form were examined. According to the experimental results; liquid limit values and consolidation parameters considerably decreased, but cohesion values increased with the increasing chemical fluids concentration and decreasing dielectric constant of pore fluid.

Authors

Murat OLGUN

Civil Engineering Department, Selcuk University, Konya-۴۲۰۷۵, Turkey

Mustafa YILDIZ

Civil Engineering Department, Selcuk University, Konya-۴۲۰۷۵, Turkey

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  • Brown, K.W. and Anderson, D.C., (1983), ،Effects of Organic Solvents ...
  • Mitchell, J.K., (1993), _، Fund amentals of Soil Behaviour', 2nd ...
  • YldIz, M., (1998), ،Kat Atk Depolarnda Taban Malzemesinin Hidrolik ve ...
  • Van Olphen, H., (1977), ،An introduction to Clay Colloid Chemistry?, ...
  • Mitchell, J.K., (1976), _، Fundamental S of Soil Behaviour', John ...
  • Bowders, J.J., Daniel, D.E., Broderick, G.P. and Liljestrand, H.M., (1985), ...
  • Kaya, A. and Fang, H.Y., (2000), _ Effects of Organic ...
  • Strength and Stress-Strain Behaviour of Contaminated Shear؛، , (2006) 8. ...
  • Anandarajah, A. and Zhao, D., (2000), ،:Triaxial Behaviour of Kaolinite ...
  • Sridharan, A., Rao, S. M. And Gajarajan, V.S., (1987), ،influence ...
  • 1. Meegoda N.J. and Ratnaweera P., 1994, _ _ _ ...
  • Lide, D.R., (1994), ،+Handbook of Chemistry and Physics', CRC Pres, ...
  • Soule, N.M. and Burns, S.E., (2001), ، Effects of Organic ...
  • Kaya, A. and Fang, H.Y., (2005), _ Experimental Evidence of ...
  • Das, B.M., (2002), *Principles of Geotechnical Engineering?, Fifth Edition, USA. ...
  • Olgun, M. (2008). The investigation of shear strength and consolidation ...
  • نمایش کامل مراجع