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author:

Li, Shuang (Li, Shuang.) [1] | Huang, Ming (Huang, Ming.) [2] (Scholars:黄明) | Cui, Mingjuan (Cui, Mingjuan.) [3] (Scholars:崔明娟) | Hu, Xinhang (Hu, Xinhang.) [4] | Xu, Kai (Xu, Kai.) [5] | Jiang, Qiwu (Jiang, Qiwu.) [6]

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EI Scopus

Abstract:

Microbially induced carbonate precipitation (MICP)is a promising technique in geoenvironmental engineering. The metabolic activity of bacteria is sensitive to external magnetic fields,which will affect the CaCO3 crystal morphology. Therefore,nano-Fe3 O4 was utilized to investigate the influence of magnetic materials on MICP. Both MICP in solution environment and MICP on a quartz sand surface were investigated with different nano-Fe3 O4 content. The calcium carbonate content (CCC),crystal types and unconfined compressive strength were analyzed by scanning electron microscope (SEM)and uniaxial compression test. Furthermore,a series of tests were conducted to reveal the mechanism of the effect of nano-Fe3 O4 on MICP. The results showed that the optical density at 600 nm of bacteria (OD600)and bacterial activity increased with an increase in nano-Fe3 O4 content. In the solution environment,the crystal type of CaCO3 was primarily vaterite,with little calcite,and it was confirmed by TG-DTA testing that nano-Fe3 O4 could facilitate the formation of vaterite. Additionally,the unconfined compressive strength (UCS)and calcium carbonate content of MICP-treated sand increased with an increase in nano-Fe3 O4 content. Interestingly,CaCO3 presented in the form of spheres in the solution environment,while it was in the form of rhomboid imbricate on the surface of quartz sand particles. © 2024 Cailiao Daobaoshe/ Materials Review. All rights reserved.

Keyword:

Compression testing Compressive strength Coprecipitation Layered semiconductors Morphology Nanocrystalline materials Sand Single crystals

Community:

  • [ 1 ] [Li, Shuang]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Huang, Ming]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 3 ] [Cui, Mingjuan]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 4 ] [Hu, Xinhang]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 5 ] [Xu, Kai]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 6 ] [Jiang, Qiwu]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China

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Source :

Materials Reports

ISSN: 1005-023X

Year: 2024

Issue: 20

Volume: 38

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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