Effect of pozzolan slurries on recycled aggregate concrete: Mechanical and durability performance. (22nd March 2021)

• Record Type: Journal Article
• Authors: Shaban, Wafaa Mohamed; Elbaz, Khalid; Yang, Jian; Thomas, Blessen Skariah; Shen, Xiaohan; Li, LiHui; Du, Yuhang; Xie, Jianhe; Li, Lijuan
• Is Part Of: Construction & building materials. Volume 276(2021)
• Publication Date: 2021-03-22
• Subjects: Recycled aggregate concrete -- Waste recycling -- Pozzolanic materials -- Soaking pretreatment -- Numerical simulation -- Durability; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2020.121940
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: An economic and environmental approach has been established to optimize the recycled aggregate concrete (RAC) performance. Numerical simulations is an effective approach to show agreeable results with the chloride ion migration tests. Strong relationship between mechanical and durability properties of the treated RAC has been found. The proposed RCA treatment method offers the possibility of using 100% RCA in concrete. Abstract: Disposal of construction and demolition wastes (C&DW) has been deemed as a major concern all over the world due to their disposal crisis that often adversely affect the environment. Several efforts are being made to recycle and manage such wastes for using them in the different building materials production. Using recycled concrete aggregate (RCA) as a partial or full substitution for normal aggregate (NA) in cement concrete is becoming a desirable solution to handle the huge amount of (C&DW). However, RCA possesses relatively higher porosity due to the adhered mortar, which often impedes its application in the construction industries. This paper proposes an economic and environmental approach to optimize the recycled aggregate concrete (RAC) performance. Outcomes showed that the modified RAC exhibited better mechanical strength and higher chloride ion migration resistance than untreated RAC. Compared with normal concrete (NAC), the loss in compressive strength was between 4.5 and 18%, flexural strength 3–18.5%, and elastic modulus 8–22% for the modified RAC at 28-days age. The numerical simulation model to analyze the chloride migration process for the treated RAC showed a good convention with the experimental test results. X-μCT images demonstrated that the untreated RCA sample has larger pores and air voids than the treated RCA samples. The proposed strengthening technique improved the micro-structure of the ITZ for RAC, making it denser and reduced the micro-cracks when compared with the untreated RAC. This technique provides the possibility to use 100% RCA in concrete and address the long-term environmental, waste disposal, and economic goals.