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  1. Fresh properties of self-compacting concrete with plastic waste as partial replacement of sand
  2. Hardened properties of self-compacting concrete with different crumb rubber size and content
  3. The possibility of enhancing some properties of self-compacting concrete by adding waste plastic fibers
  4. Evaluation of the rheological behavior of fresh self-compacting rubberized concrete by using the Herschel–Bulkley and modified Bingham models