• Biogrout : pore scale bonding phenomena in saturated and unsaturated soils

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    2014

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    Trinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering

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    Matteo Viganotti, 'Biogrout : pore scale bonding phenomena in saturated and unsaturated soils', [thesis], Trinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering, 2014, pp 206

    Abstract

    In the field of biogeocivil engineering one of the most promising in-situ ground improvement technologies is represented by Microbially Induced Carbonate Precipitation (MICP). Often referred to as biogrouting, MICP ground improvement is recognised os bioaugmentation technique employed to achieve the stabilisation of a granular soil by cementing its constituent particles together through calcium carbonate bonds.

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    http://hdl.handle.net/2262/80539

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    Civil Structural & Environ Eng (Theses and Dissertations)
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    Civil, Structural and Environmental Engineering, Ph.D., Ph.D. Trinity College Dublin

    Author: Viganotti, Matteo

    Qualification name: Doctor of Philosophy (Ph.D.)
    Publisher: Trinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering
    Type of material: thesis