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dc.contributor.authorMujah, D.
dc.contributor.authorShahin, Mohamed
dc.contributor.authorCheng, L.
dc.date.accessioned2017-01-30T13:44:23Z
dc.date.available2017-01-30T13:44:23Z
dc.date.created2016-08-29T19:30:15Z
dc.date.issued2016
dc.identifier.citationMujah, D. and Shahin, M. and Cheng, L. 2016. State-of-the-art review of bio-cementation by microbially induced calcite precipitation (MICP) for soil stabilization. Geomicrobiology. 34 (6): pp. 524-537.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/34573
dc.identifier.doi10.1080/01490451.2016.1225866
dc.description.abstract

Bio-cementation is a recently developed new branch in Geotechnical Engineering that deals with the application of microbiological activity to improve the engineering properties of soils. One of the most commonly adopted processes to achieve soil bio-cementation is through microbially induced calcite precipitation (MICP). This technique utilizes the metabolic pathways of bacteria to form calcite (CaCO3) that binds the soil particles together, leading to increased soil strength and stiffness. This paper presents a review of the use of MICP for soil improvement and discusses the treatment process including the primary components involved and major affecting factors. Envisioned applications, potential advantages and limitations of MICP for soil improvement are also presented and discussed. Finally, the primary challenges that lay ahead for the future research (i.e. treatment optimization, upscaling for in-situ implementation and self-healing of bio-treated soils) are briefly discussed.

dc.titleState-of-the-art review of bio-cementation by microbially induced calcite precipitation (MICP) for soil stabilization
dc.typeJournal Article
dcterms.source.volumePublished
dcterms.source.startPage??
dcterms.source.endPage??
dcterms.source.titleGeomicrobiology
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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