Effects of microbial carbonate precipitation on transport properties of fiber cement composites

Jishen Qiu, En Hua Yang*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

3 Citations (Scopus)

Abstract

Fibers have been used to improve the mechanical and physical properties of cement-based material since the late 1960s. The inclusion of high-dosage and high-aspect ratio microfibers, however, introduces new interfaces between the fiber phase and the matrix phase that may alter the transport properties of fiber cement composites. This paper reports the effects of microbial carbonate precipitation (MCP) on the transport properties of fiber cement composites (FCCs). The results show that the transport properties of untreated FCC increase with fiber dosage as well as fiber aspect ratio due to higher porosity and better pore connectivity. MCP treatment greatly reduced the transport properties of FCC. Scanning electron microscopy (SEM) and energy-dispersive X-ray spectroscopy (EDX) analyses confirm the precipitates were in the form of rhombohedral calcite, which suggests slower MCP due to the growing environment and culturing condition used in this study.

Original languageEnglish
Article number04015204
JournalJournal of Materials in Civil Engineering
Volume28
Issue number5
DOIs
Publication statusPublished - May 1 2016
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2015 American Society of Civil Engineers.

ASJC Scopus Subject Areas

  • Civil and Structural Engineering
  • Building and Construction
  • General Materials Science
  • Mechanics of Materials

Keywords

  • Absorption
  • Fiber
  • Interface transition zone (ITZ)
  • Microbial carbonate precipitation (MCP)
  • Permeability
  • Sorptivity

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