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    Augmenting Microbially Induced Carbonate Precipitation of Soil with the Capability to Self-Heal

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author:
    Stefani Botusharova
    ,
    Diane Gardner
    ,
    Michael Harbottle
    DOI: 10.1061/(ASCE)GT.1943-5606.0002214
    Publisher: ASCE
    Abstract: Microbially induced carbonate precipitation (MICP) is increasingly being explored as a potential ground improvement mechanism, both for improved mechanical performance and groundwater control. However, the formation of a brittle cemented monolith will produce structures susceptible to chemical or physical deterioration over time, requiring potentially costly maintenance in the future. We present a demonstration of the potential for a simple and durable self-healing mechanism to be incorporated within the MICP process that allows the monolith to automatically respond to and heal damage. By selecting a bacterium capable of both causing MICP and surviving long periods and harsh conditions as a spore, it is demonstrated that such an organism can be entombed within calcium carbonate precipitates of its own making, survive in a senescent state, and ultimately germinate upon damage to the encapsulating precipitate matrix. The organism is then capable of producing further calcium carbonate to heal the damage. It has further been shown that this mechanism can be used to initially cement a mass of sand, survive damage and deterioration, and respond to restore the functionality of the stabilized mass, exhibiting the potential for such a system to provide “smart” autonomous stabilized soil structures that offer enhanced durability and reduced maintenance.
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      Augmenting Microbially Induced Carbonate Precipitation of Soil with the Capability to Self-Heal

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4265765
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorStefani Botusharova
    contributor authorDiane Gardner
    contributor authorMichael Harbottle
    date accessioned2022-01-30T19:40:23Z
    date available2022-01-30T19:40:23Z
    date issued2020
    identifier other%28ASCE%29GT.1943-5606.0002214.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265765
    description abstractMicrobially induced carbonate precipitation (MICP) is increasingly being explored as a potential ground improvement mechanism, both for improved mechanical performance and groundwater control. However, the formation of a brittle cemented monolith will produce structures susceptible to chemical or physical deterioration over time, requiring potentially costly maintenance in the future. We present a demonstration of the potential for a simple and durable self-healing mechanism to be incorporated within the MICP process that allows the monolith to automatically respond to and heal damage. By selecting a bacterium capable of both causing MICP and surviving long periods and harsh conditions as a spore, it is demonstrated that such an organism can be entombed within calcium carbonate precipitates of its own making, survive in a senescent state, and ultimately germinate upon damage to the encapsulating precipitate matrix. The organism is then capable of producing further calcium carbonate to heal the damage. It has further been shown that this mechanism can be used to initially cement a mass of sand, survive damage and deterioration, and respond to restore the functionality of the stabilized mass, exhibiting the potential for such a system to provide “smart” autonomous stabilized soil structures that offer enhanced durability and reduced maintenance.
    publisherASCE
    titleAugmenting Microbially Induced Carbonate Precipitation of Soil with the Capability to Self-Heal
    typeJournal Paper
    journal volume146
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002214
    page04020010
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 004
    contenttypeFulltext
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