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Biogrout : pore scale bonding phenomena in saturated and unsaturated soils
Viganotti, Matteo
THESIS 10743 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.
Keyword(s): Civil, Structural and Environmental Engineering, Ph.D.; Ph.D. Trinity College Dublin
Publication Date:
2014
Type: Doctoral thesis
Peer-Reviewed: Unknown
Language(s): English
Institution: Trinity College Dublin
Citation(s): 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
Publisher(s): Trinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering
Supervisor(s): Dyer, Mark
First Indexed: 2017-07-06 05:43:49 Last Updated: 2017-07-06 05:43:49