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dc.contributor.authorKUMAR, TANUJ-
dc.date.accessioned2016-03-31T07:46:40Z-
dc.date.available2016-03-31T07:46:40Z-
dc.date.issued2016-03-
dc.identifier.urihttp://dspace.dtu.ac.in:8080/jspui/handle/repository/14568-
dc.description.abstractABSTRACT Generally construction is not done on soil having very low strength but with time we need to construct on soil having very low strength. Bio cementation is very interesting phenomena in which properties of soil are improved which are very beneficial for construction on soil. Properties improved are strength of soil, permeability, water tightness, resistance to washout. Bacteria introduced in soil causes the bonding in between particles of soil by calcite precipitate. Voids present in soil also decreases due to calcite precipitation which lead to the phenomena called bio clogging in soil. We found out increase in strength of soil due to bio cementation of soil. There are various types of soil improvement method but MICP has advantage that it doesn’t cause any type harmful effect on soil and surrounding environment. Microorganisms play a very indispensable role in geotechnical engineering in future.en_US
dc.language.isoen_USen_US
dc.relation.ispartofseriesTD 2186;-
dc.subjectBIOCEMENTATIONen_US
dc.subjectBONDINGen_US
dc.subjectCALCITE PRECIPITATEen_US
dc.subjectNUTRIENT BROTHen_US
dc.subjectUREA HYDROLYSISen_US
dc.subjectBACTERIAL CONCENTRATIONen_US
dc.titleMODIFICATION OF SOIL PROPERTIES USING BACILLUS SPHAERICUSen_US
dc.typeThesisen_US
Appears in Collections:M.E./M.Tech. Civil Engineering

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