DSpace logo

Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/21279
Full metadata record
DC FieldValueLanguage
dc.contributor.authorShowkat, Rakshanda-
dc.date.accessioned2026-05-07T08:59:09Z-
dc.date.available2026-05-07T08:59:09Z-
dc.date.issued2018-
dc.identifier.urihttps://www.ijtra.com/abstract_id-improvement-of-cohesive-soils-by-using-stone-columns-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/21279-
dc.description.abstractSoil being natural and non-manufactured material has proven itself to be most potentially problematic and complex materials to tackle with. The complexity does not arise only because of soil as a material, but also by the fact that various methods to characterize the soil for estimations of constituents, behavior and strength are potentially difficult. In this paper , a study on the effect of stone columns on the behaviour of cohesive soils has been done, it was found that the installation of the stone columns plays a very significant role in improving the bearing capacity of the cohesive soils. The main improvement in cohesive soils takes place by virtue of densification while inserting the stone column, the increase in drainage also plays a great role. The length of the stone columns was found to greatly influence the behaviour of the improvement of the soils. The improvement is very significant for a length of 1B where B is the width/diameter of the footing.en_US
dc.language.isoenen_US
dc.publisherInternational Journal of Technical Research and Applicationsen_US
dc.subjectCivil engineeringen_US
dc.subjectStone columnsen_US
dc.subjectCohesive soilsen_US
dc.subjectBearing capacity improvementen_US
dc.subjectSoil stabilizationen_US
dc.titleImprovement of cohesive soils by using stone columnsen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.