Restraint of Particle Breakage by Biotreatment Method

Yang Xiao*, Hui Chen, Armin W. Stuedlein, T. Matthew Evans, Jian Chu, Liang Cheng, Ningjun Jiang, Hai Lin, Hanlong Liu, H. M. Aboel-Naga

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

159 Citations (Scopus)

Abstract

The particle breakage and compressibility behavior of sands treated with microbially induced carbonate precipitation (MICP) has been investigated using oedometric compression tests. The acid washing technique was used to obtain the calcium carbonate (CaCO3) content and facilitate quantification of particle breakage by measurement of the particle size distribution (PSD). It was found that the compressibility was lower for specimens with a large CaCO3 content. Particle breakage increased with an increase in the stress or input work for specimens with approximately the same CaCO3 content. In addition, for a given applied stress or input work, MICP-treated specimens exhibited smaller particle breakage than untreated specimens, which shows that the MICP treatment can effectively restrain particle breakage.

Original languageEnglish
Article number0002384
JournalASCE J Soil Mech Found Div
Volume146
Issue number11
DOIs
Publication statusPublished - Nov 1 2020
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2020 American Society of Civil Engineers.

ASJC Scopus Subject Areas

  • General Environmental Science
  • Geotechnical Engineering and Engineering Geology

Keywords

  • Compression
  • Microbially induced carbonate precipitation (MICP)
  • Particle breakage
  • Restrain

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