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Removal of ammonium by-products from the effluent of bio-cementation system through struvite precipitation

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dc.contributor.author Gowthaman, S.
dc.contributor.author Mohsenzadeh, A.
dc.contributor.author Nakashima, K.
dc.contributor.author Kawasaki, S.
dc.date.accessioned 2021-11-01T05:51:55Z
dc.date.accessioned 2022-06-28T10:10:51Z
dc.date.available 2021-11-01T05:51:55Z
dc.date.available 2022-06-28T10:10:51Z
dc.date.issued 2021
dc.identifier.citation Gowthaman, S., Mohsenzadeh, A., Nakashima, K. and Kawasaki, S. “Removal of ammonium by-products from the effluent of bio-cementation system through struvite precipitation”. Materials Today: Proceedings, 2021. https://doi.org/10.1016/j.matpr.2021.09.013 en_US
dc.identifier.uri http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/4059
dc.description.abstract Microbial induced carbonate precipitation (MICP) (also referred to as bio-cementation) is an innovative soil improvement technology, introduced through Bio-mediated Geotechnics. During the process, supplied microorganisms hydrolyze urea, resulting in the formation of calcium carbonate. The precipitates tend to cement the soil particles at particle contacts and enhance the strength of the matrix. Despite the considerable interests in MICP, one major hurdle that hinders the field-scale applications is related to the production of ammonium during the process. The objective of this study is to evaluate the feasibility of struvite (NH4MgPO4•6H2O) precipitation to eliminate the ammonium from the reaction effluent system. For this purpose, the study is considered in two stages: (i) rinsing the ammonium from the sand, and (ii) precipitating ammonium as struvite. In the first-stage, the conditions of rinsing are studied to optimize the removal of ammonium from the soil. In the second-stage, influences of pH conditions, molar ratio and calcium ions on the precipitation of struvite are evaluated. The study demonstrates, through the struvite precipitation technique, around 90% of ammonium could be removed from the effluent. Finding also suggests that the molar ratio (NH4+: Mg2+: PO43-) of 1: 1.2: 1 provides a desirable environment for appropriate removal. en_US
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.subject : Microbial induced carbonate precipitation en_US
dc.subject Soil improvement en_US
dc.subject Ammonium removal en_US
dc.subject Struvite precipitation en_US
dc.subject Sustainability en_US
dc.title Removal of ammonium by-products from the effluent of bio-cementation system through struvite precipitation en_US
dc.type Article en_US


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