Assessing Strength and Chloride-Ion Permeability of ECC:The Effect of Limestone Powder


Kına C., Türk K., Nehdi M. L.

4th International Ankara Multidisiplinary Studies Congress, Ankara, Türkiye, 29 - 31 Temmuz 2022, ss.640-647

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Basıldığı Şehir: Ankara
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.640-647
  • İnönü Üniversitesi Adresli: Evet

Özet

Engineering cementitious composites (ECC) are gaining in popularity due to their enhanced mechanical and durability properties with superior strain capacity. However, the high cost in the production of ECC caused by the inclusion of ultra fine silica sand has limited its application. Therefore, this study aimed to design a cheaper ECC by fully or partially replacement of silica sand (SS) with limestone powder (LSP). Within this scope, three ECC specimens having water-to-cementitious materials ratio of 0.26 were designed and SS was replaced by LSP with the proportions of 0%, 50% and 100% by mass. The effects of use of LSP as full and partial replacement of SS on the mechanical properties as well as rapid chloride-ion permeability (RCIP) of ECC were investigated. The compressive strength, flexural strength and fracture toughness were examined to assess the mechanical properties of ECC. The results demonstrated that the increased LSP replacement rate of SS caused a slight decrease in compressive and flexural strengths while it caused an improvement in the fracture toughness of ECC specimens. Besides, it can be inferred from RCIP test results that the use of LSP instead of SS reduced the chloride-ion permeability of ECC. As for correlation between the RCIP and fracture toughness, a significant power relationship with the R-squared value of 0.9554 was found. Finally, it can be emphasized from this study that the use of LSP as a partial replacement of SS can be an alternative to produce more economical and sustainable ECC.