Experimental Investigation on Pervious Recycled Aggregate Concrete Made of Waste Porcelain

Pervious Concrete Waste Porcelain Recycled Coarse Aggregate Concrete Mechanical Properties Impact Resistance of Concrete Abrasion and Workability of Concrete.

Authors

  • Ganjeena J. Khoshnaw 1) Department of Road Construction, Erbil College of Technology-Erbil Polytechnic University, Erbil, Iraq. 2) Department of Civil Engineering, Tishk International University, Erbil, Iraq.
  • Khaleel H. Younis Department of Road Construction, Erbil College of Technology-Erbil Polytechnic University, Erbil,, Iraq
  • Waleed A. Hamad
    walid.hamad@epu.edu.iq
    Department of Construction Materials and Technology, Erbil College of Technology, Erbil Polytechnic University, Erbil,, Iraq https://orcid.org/0009-0004-8555-8608
  • Ayser J. Ismail Department of Construction Materials and Technology, Erbil College of Technology, Erbil Polytechnic University, Erbil,, Iraq
  • Glpa Ali Mahmood Jukil Highway and Bridge Engineering Department, Erbil Technical Engineering College, Erbil Polytechnic University, Erbil,, Iraq
  • Firas F. Jirjees Department of Road Construction, Erbil College of Technology-Erbil Polytechnic University, Erbil,, Iraq
  • Hozan K. Yaba Department of Road Construction, Erbil College of Technology-Erbil Polytechnic University, Erbil,, Iraq
  • Shelan M. Maruf Department of Road Construction, Erbil College of Technology-Erbil Polytechnic University, Erbil,, Iraq

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The current study examines the physical, mechanical, and durability of eco-efficient pervious concrete produced with partial and complete substitutions of natural aggregate (NA) by recycled aggregate (RA) waste from demolished concrete and porcelain. The experimental investigation assessed the workability (slump test), compressive strength, flexural strength, and tensile strength along with the concrete's water permeability, impact, and abrasion resistance. Seven mixes were examined; the first is a control mix with natural aggregate, and the other six are made with various RA ratios, including 30%, 70%, and 100%. The sand was also fully replaced by waste porcelain, even though the ratio of sand used in pervious concrete was low. The results revealed that using waste concrete and porcelain adversely affected the workability of fresh pervious concrete mixes, reducing it by approximately 14%. Furthermore, a decrease in the strength of pervious concrete was noticed, especially in the splitting tensile strength, where the reduction reached 32%. Moreover, the impact resistance of pervious concrete made with RA reduced by 29% compared to that made with NA; the same applies to durability, with an increase of 20% in weight loss. On the other hand, using both recycled concrete and recycled porcelain improved the permeability of the pervious concrete, which reached 30%. Pervious concrete made with waste concrete and porcelain can be an acceptable alternative to that made from natural aggregate due to its improved water permeability and positive environmental impact. However, further investigation is important to consider strength and durability enhancement.

 

Doi: 10.28991/CEJ-2024-010-09-08

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