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Improvement of soft soils using bio-cemented sand columns
conference contribution
posted on 2018-01-01, 00:00 authored by A Mahawish, A Bouazza, Will GatesWill GatesThis paper discusses the results of small-scale model tests that were undertaken to investigate the behaviour of un-cemented and bio-cemented coarse sand columns installed within a soft clay bed. The tests also focused on studying the effect of biocementation to reduce excessive radial expansion and settlement that may occur during installation or loading of sand columns. A multi-phase biochemical treatment strategy was used to obtain a partial biocementation, in particular at the upper section of the sand column where bulging usually occurs. The results show that the partially bio-cemented sand column substantially reduced vertical strains which were in the order of 71% and 97% compared with un-cemented sand column and kaolin clay, respectively. The bulging of the bio-cemented sand column was associated with the bottom section of the column where there were no or less bio-cemented materials.
History
Event
Geotechnical Engineering. Conference (2016 : Vienna, Austria)Volume
1Series
Geotechnical Engineering ConferencePagination
822 - 825Publisher
SpringerLocation
Vienna, AustriaPlace of publication
Cham, SwitzerlandPublisher DOI
Start date
2016-08-13End date
2016-08-16ISSN
1866-8755eISSN
1866-8763ISBN-13
9783319971117Language
engPublication classification
E1 Full written paper - refereedCopyright notice
2018, Springer Nature Switzerland AGEditor/Contributor(s)
Wei Wu, Hai-Sui YuTitle of proceedings
Proceedings of the China–Europe Conference on Geotechnical EngineeringUsage metrics
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