Yilmaz, FatihDuman, Vedat2024-10-042024-10-0420202148-3736https://doi.org/10.31202/ecjse.706121https://search.trdizin.gov.tr/tr/yayin/detay/465992http://hdl.handle.net/20.500.12403/4080Improving the geotechnical properties of weak soils is described as soil stabilization. In this study, industrial wastes of Midyat stone were used to carry out soil stabilization. Midyat stone wastes, which are evaluated in the improvement of a low plasticity clay soil, were mixed with natural soil at 5%, 10%, 15% and 20% additive percentages. In the light of the data obtained, the presence of a different binder was needed and lime was chosen as the primary binder. Index, strength and durability tests were carried out in mixtures containing 5%, 10%, 15% and 20% Midyat stone waste with and without lime. When the results of the experiments were examined, it was determined that the use of Midyat stone waste as an additive alone was ineffective on strength and durability values. In use with lime, 49% increase in strength has been determined compared to only lime sample. As a result of the study determined that the effect of Midyat stone wastes on freezing-thawing is very limited and more effective on wetting-drying, it was concluded that these wastes can be used for stabilization of low plasticity soils with lime. © 2020, TUBITAK. All rights reserved.trinfo:eu-repo/semantics/openAccessClayDurabilityLimeMidyat stoneSoil stabilizationStrengthArticle7284885710.31202/ecjse.7061212-s2.0-85095954295Q4465992