| dc.contributor.advisor | Dyer, Mark | |
| dc.contributor.author | Viganotti, Matteo | |
| dc.date.accessioned | 2017-06-28T12:13:13Z | |
| dc.date.available | 2017-06-28T12:13:13Z | |
| dc.date.issued | 2014 | |
| dc.identifier.citation | 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 | |
| dc.identifier.other | THESIS 10743 | |
| dc.identifier.uri | http://hdl.handle.net/2262/80539 | |
| dc.description.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. | |
| dc.format | 1 volume | |
| dc.language.iso | en | |
| dc.publisher | Trinity College (Dublin, Ireland). Department of Civil, Structural and Environmental Engineering | |
| dc.relation.isversionof | http://stella.catalogue.tcd.ie/iii/encore/record/C__Rb16196026 | |
| dc.subject | Civil, Structural and Environmental Engineering, Ph.D. | |
| dc.subject | Ph.D. Trinity College Dublin | |
| dc.title | Biogrout : pore scale bonding phenomena in saturated and unsaturated soils | |
| dc.type | thesis | |
| dc.type.supercollection | thesis_dissertations | |
| dc.type.supercollection | refereed_publications | |
| dc.type.qualificationlevel | Doctoral | |
| dc.type.qualificationname | Doctor of Philosophy (Ph.D.) | |
| dc.rights.ecaccessrights | openAccess | |
| dc.format.extentpagination | pp 206 | |
| dc.description.note | TARA (Trinity’s Access to Research Archive) has a robust takedown policy. Please contact us if you have any concerns: rssadmin@tcd.ie | |
