Effects of fly ash admixture on the mechanical behaviour of silty clay

O. Tan*, R. Iyisan, M. Cakir

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The significant part of the electrical power in Turkey is produced in coal consuming thermal plants. Coal-based power plants takes the first order in producing the electrical power. About 15 million tons of fly ash is produced as by-product solid waste while the annual total cement production is about 25 million tons. As the other industrial wastes, it leads to stocking and environmental problems. Low-cost availability and chemical properties of the fly ash give opportunity to reach economical solutions in the geotechnical engineering field and to minimize the hazard to the environment. In this study, the effect of the fly ash admixture on the strength of silty clay has been experimentally investigated and the possibility of employing fly ash in road construction is discussed.

Original languageEnglish
Title of host publicationGeotechnical engineering for transportation infrastructure. Proceedings of the 12th European conference on soil mechanics and geotechincal engineering, Amsterdam, June 1999. Vol. 3.
EditorsF.B.J. Barends, J. Lindenberg, H.J. Luger, L. Quelerij, A. Verruijt, F.B.J. Barends, J. Lindenberg, H.J. Luger, L. Quelerij, A. Verruijt
PublisherA.A. Balkema
Pages1593-1598
Number of pages6
ISBN (Print)9058090507
Publication statusPublished - 1999
EventProceedings of the 1999 12th European conference on soil mechanics and geotechnical engineering. Geotechnical engineering for transportation infrastructure. - Amsterdam, Netherlands
Duration: 7 Jun 199910 Jun 1999

Conference

ConferenceProceedings of the 1999 12th European conference on soil mechanics and geotechnical engineering. Geotechnical engineering for transportation infrastructure.
Country/TerritoryNetherlands
CityAmsterdam
Period7/06/9910/06/99

Keywords

  • Fly ash
  • Shear strength
  • Silty clay
  • Soil stabilization
  • Time effect

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