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dc.contributor.authorPorter, H.
dc.contributor.authorDhami, N.
dc.contributor.authorMukherjee, Abhijit
dc.date.accessioned2017-08-24T02:22:09Z
dc.date.available2017-08-24T02:22:09Z
dc.date.created2017-08-23T07:21:41Z
dc.date.issued2017
dc.identifier.citationPorter, H. and Dhami, N. and Mukherjee, A. 2017. Synergistic chemical and microbial cementation for stabilization of aggregates. Cement and Concrete Composites. 83: pp. 160-170.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/56025
dc.identifier.doi10.1016/j.cemconcomp.2017.07.015
dc.description.abstract

© 2017 The use of Portland cement as a stabilizer of granular materials such as sand, is comparable to that in concrete. Although a relatively small percentage of cement is used for a stabilized soil system, the consumption of cement in Australian road bases and mining backfills is only second to the concrete industry. Conventionally, Portland cement is used as a binder for these applications. This paper explores low embodied energy alternative binders such as geopolymers and microbial cementation. A combination of the chemical and microbial binders has been attempted. The performance of the stabilized systems in terms of compressive strength, elastic modulus and water absorption was determined. It is noted that the chemical and the microbial cementation work synergistically. A microstructural investigation has been performed to reveal the synergistic nature of the two binding systems. The new technology is able to significantly reduce the embodied energy and emission of stabilized granular materials.

dc.publisherElsevier BV
dc.titleSynergistic chemical and microbial cementation for stabilization of aggregates
dc.typeJournal Article
dcterms.source.volume83
dcterms.source.startPage160
dcterms.source.endPage170
dcterms.source.issn0958-9465
dcterms.source.titleCement and Concrete Composites
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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