MODIFICATION OF CLAYEY SOILS’ PROPERTIES WITH THE ADDITION OFLIME AND FLY ASH

Abstract

 Samples of swelling soils from sites in Rhodope Peripheral Unit (former prefecture) were stabilized using limeand fly ash and the alteration of engineering properties such as the plasticity, the relation between moisture anddensity and the compressive strength has been investigated in the laboratory. It is established that lime is a verygood stabilizer, acting beneficially not only on the strength characteristics, but on the optimum moisture andmaximum dry density as well. The pozzolanic properties of the fly ash are mainly responsible for theimprovement coming upon the characteristics of the tested soil materials. The role of specimen’s curing time isimportant, more specifically in the case that lime is used as additive. By investigating a large number of soilmaterials, it is feasible to establish suitability criteria for their use in stabilized subgrade and roadway layers.

Authors and Affiliations

Antonia Athanasopoulou *

Keywords

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  • EP ID EP118214
  • DOI 10.5281/zenodo.160895
  • Views 71
  • Downloads 0

How To Cite

Antonia Athanasopoulou * (30).  MODIFICATION OF CLAYEY SOILS’ PROPERTIES WITH THE ADDITION OFLIME AND FLY ASH. International Journal of Engineering Sciences & Research Technology, 5(10), 529-533. https://europub.co.uk/articles/-A-118214