Abstract

Accelerated carbonation, regarded as one of the sustainable and economical methods for enhancing recycled concrete aggregates (RCAs), has a potential to be further enhanced through pretreating the RCA with Ca2+ rich solutions before carbonation as the externally provided Ca2+ was expected to yield more precipitation of calcium carbonate in the pores. This study utilized wastewater sourced from a ready-mix concrete plant combined with a flow-through carbonation method in order to enhance the quality of RCA as well as recycled aggregate concrete (RAC). The density and water absorption of (i) natural aggregate (NA), (ii) RCA, (iii) carbonated RCA (C-RCA), and (iv) wastewater pretreated and carbonated RCA (WW-C-RCA) were compared. The density, water absorption, sorptivity, compressive strength, chloride penetration of the concrete prepared with these four types of aggregate were analyzed and compared. The results showed that (1) pretreating RCA by the Ca2+ rich wastewater could further enhance the effects of the flow-through carbonation for RCA; (2) the improvement in RCA quality resulted in a better RAC performance; and (3) the microscopic analysis revealed the enhancement of RCA was attributed to a reduced porosity and an increased microhardness value of the adhered mortar of WW-C-RCA. This study demonstrated a feasible approach to combine three waste resources (RCA, wastewater, and waste CO2) to produce green concrete.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.