Development of Intermediate Microfabric in Kaolin Clay and Its Consolidation Behaviour

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dc.contributor.author Sachan, Ajanta
dc.contributor.author Gyan, Vikash
dc.contributor.author Prashant, Amit
dc.date.accessioned 2014-03-17T13:05:09Z
dc.date.available 2014-03-17T13:05:09Z
dc.date.issued 2013-02
dc.identifier.citation Sachan, Ajanta; Gyan Vikash and Prashant, Amit, “Development of intermediate microfabric in kaolin clay and its consolidation behaviour”, Geotechnical and Geological Engineering: An International Journal, DOI: 10.1007/s10706-012-9557-7, vol. 31, no. 1, pp. 23-34, Feb. 2013. en_US
dc.identifier.issn 0960-3182
dc.identifier.issn 1573-1529
dc.identifier.uri http://dx.doi.org/10.1007/s10706-012-9557-7
dc.identifier.uri https://repository.iitgn.ac.in/handle/123456789/880
dc.description.abstract The effect of microfabric on the mechanical behaviour of clays has been explored previously based on the response of dispersed and flocculated microfabrics only. However, the natural clays often have the geometric arrangement of particles between these two extreme cases which can be termed as intermediate microfabric. This paper explores the formation of intermediate microfabric of kaolin clay and its impact on soil’s consolidation behaviour by performing self-weight consolidation, slurry consolidation and 1-D consolidation tests. The effect of calgon content (dispersing agent) on geometric arrangement of the particles has been evaluated through cluster size distribution by performing double hydrometer tests. Then these clay slurries have been used to perform the AFM (Atomic Force Microscopy) test to obtain the variation in average angle of particle orientation with respect to the calgon content present in the slurry. AFM technique provides 3D image of the clay sample and 2D image with Z-information with the potential of measuring intermediate microfabric of clayey soil quantitatively including dispersed and flocculated microfabrics. Other traditional techniques such as SEM, TEM & XRD are limited to only qualitative analysis of soil’s microfabric, thus, having no capability to measure intermediate microfabric of clay. A methodology of preparing bulk specimens of clay with intermediate microfabric has been developed using slurry consolidation technique; and then these specimens have been consolidated under 1-D loading to evaluate the effect of intermediate microfabric on compressibility and permeability of clay. In this study, all the experiments reports that the dispersed type geometric arrangement increases with the increase in calgon content in soil up to 2 % and then the reverse behaviour is observed at 3 %; which may depend on the required amount of sodium cations to neutralize the negatively charged faces of the clay platelets present in the slurry. en_US
dc.description.statementofresponsibility by Ajanta Sachan, Gyan Vikash and Amit Prashant
dc.format.extent Vol. 31, No. 1, pp. 23-34
dc.language.iso en en_US
dc.publisher Springer Link en_US
dc.subject AFM en_US
dc.subject Clay en_US
dc.subject Compression en_US
dc.subject Consolidation en_US
dc.subject Microfabric en_US
dc.subject Permeability en_US
dc.title Development of Intermediate Microfabric in Kaolin Clay and Its Consolidation Behaviour en_US
dc.type Article en_US
dc.relation.journal Geotechnical and Geological Engineering


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