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    State-of-the-art review of bio-cementation by microbially induced calcite precipitation (MICP) for soil stabilization

    Access Status
    Fulltext not available
    Authors
    Mujah, D.
    Shahin, Mohamed
    Cheng, L.
    Date
    2016
    Type
    Journal Article
    
    Metadata
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    Citation
    Mujah, D. and Shahin, M. and Cheng, L. 2016. State-of-the-art review of bio-cementation by microbially induced calcite precipitation (MICP) for soil stabilization. Geomicrobiology. 34 (6): pp. 524-537.
    Source Title
    Geomicrobiology
    DOI
    10.1080/01490451.2016.1225866
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/34573
    Collection
    • Curtin Research Publications
    Abstract

    Bio-cementation is a recently developed new branch in Geotechnical Engineering that deals with the application of microbiological activity to improve the engineering properties of soils. One of the most commonly adopted processes to achieve soil bio-cementation is through microbially induced calcite precipitation (MICP). This technique utilizes the metabolic pathways of bacteria to form calcite (CaCO3) that binds the soil particles together, leading to increased soil strength and stiffness. This paper presents a review of the use of MICP for soil improvement and discusses the treatment process including the primary components involved and major affecting factors. Envisioned applications, potential advantages and limitations of MICP for soil improvement are also presented and discussed. Finally, the primary challenges that lay ahead for the future research (i.e. treatment optimization, upscaling for in-situ implementation and self-healing of bio-treated soils) are briefly discussed.

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