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Model tests on biogrouted granular columns in soft soil

Mahawish, A, Bouazza, A and Gates, Will 2021, Model tests on biogrouted granular columns in soft soil, Canadian Geotechnical Journal, vol. 58, no. 12, pp. 1855-1869, doi: 10.1139/cgj-2020-0361.


Title Model tests on biogrouted granular columns in soft soil
Author(s) Mahawish, A
Bouazza, A
Gates, WillORCID iD for Gates, Will orcid.org/0000-0001-7388-0289
Journal name Canadian Geotechnical Journal
Volume number 58
Issue number 12
Start page 1855
End page 1869
Total pages 14
Publisher Canadian Science Publishing
Place of publication Ottawa, Canada
Publication date 2021-12
ISSN 0008-3674
1208-6010
Summary This paper examines the possible use of a bio-cementation process to reduce excessive bulging that occurs during the loading of granular columns in soft clays. A 12-phase percolation bio-chemical treatment technique was used to bio-cement part of the columns targeting the columns upper section, where bulging usually occurs. Upon application of unit cell surface loads up to 350 kPa, placement of a bio-cemented granular column substantially reduced the vertical strains by 43% to 48% compared with an un-cemented granular column and 56% to 60% compared with unreinforced kaolin clay for just a low replacement ratio of 11%. Bulging was reduced by 62% to 75% following bio-cementation and mostly occurred where bio-cementation was less evident. Scanning electron microscopy and energy dispersive spectroscopy validated the existence of calcium carbonate. This study presents a relatively new alternative to reducing bulging in granular columns using a promising approach.
Language eng
DOI 10.1139/cgj-2020-0361
Field of Research 0905 Civil Engineering
0907 Environmental Engineering
HERDC Research category C1 Refereed article in a scholarly journal
Persistent URL http://hdl.handle.net/10536/DRO/DU:30160537

Document type: Journal Article
Collections: Institute for Frontier Materials
GTP Research
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Created: Fri, 31 Dec 2021, 14:21:09 EST

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