Effect of Microbial-Induced Carbonate Precipitation Technique on Properties of Recycled Clay Brick Aggregates

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Title: Effect of Microbial-Induced Carbonate Precipitation Technique on Properties of Recycled Clay Brick Aggregates

Author(s): Fang Liu, Mingxing Du, Jie Wang, Wenyan Zhang, Jianping Zhu, and Chunhua Feng

Publication: Materials Journal

Volume: 123

Issue: 3

Appears on pages(s): 157-168

Keywords: microbial-induced carbonate precipitation (MICP); mineralization activity; recycled brick aggregate (RBA); recycled mortar

DOI: 10.14359/51749412

Date: 5/1/2026

Abstract:
This study employed a mixed microbial culture (MB) comprising Bacillus subtilis (BS), Bacillus polymyxa (PM), and nitrate-reducing bacteria (NRB) in equal proportions. The mixed microbial culture was used to enhance recycled brick aggregate (RBA) through the microbial-induced carbonate precipitation (MICP) method, thus investigating the effects of this enhancement on both the aggregate and recycled mortar properties. Results indicate that the mineralization activity of the mixed culture significantly exceeded that of individual strains, achieving an 84.64% mineralization rate after 14 days. MICP-enhanced RBA demonstrated markedly improved performance. The compressive strength of the reinforced recycled mortar increased by 32.62% at 3 days and 22.6% at 28 days, with the 28-day compressive strength approaching that of cement mortar using natural aggregates. The interfacial transition zone (ITZ) properties were significantly improved, with their width reduced from 30 to 35 μm to 20 to 25 μm. This study provides experimental evidence for RBA reinforcement technology while offering technical support for the resource use of RBAs.

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