Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/420396
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dc.coverage.spatialCivil Engineering
dc.date.accessioned2022-11-24T12:08:48Z-
dc.date.available2022-11-24T12:08:48Z-
dc.identifier.urihttp://hdl.handle.net/10603/420396-
dc.description.abstractThis dissertation reports about the overall response of isolated and interfering shallow footings located on or near the slope 2 D and 3 D Finite element analyses have been resorted to for conducting the numerical investigations for deciphering the bearing capacity and failure mechanisms of the foundations located on slopes Foremost the ultimate bearing capacity and failure pattern of square footing resting on dry sandy soil slope has been investigated by altering the various geotechnical and...
dc.format.extentNot Available
dc.languageEnglish
dc.relationNot Available
dc.rightsself
dc.titleResponse of isolated and interfering shallow footings on slopes
dc.title.alternativeNot available
dc.creator.researcherAcharyya, Rana
dc.subject.keywordEngineering
dc.subject.keywordEngineering and Technology
dc.subject.keywordEngineering Civil
dc.description.noteNot Available
dc.contributor.guideDey, Arindam
dc.publisher.placeGuwahati
dc.publisher.universityIndian Institute of Technology Guwahati
dc.publisher.institutionDEPARTMENT OF CIVIL ENGINEERING
dc.date.registered2013
dc.date.completed2019
dc.date.awarded2019
dc.format.dimensionsNot Available
dc.format.accompanyingmaterialNone
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:DEPARTMENT OF CIVIL ENGINEERING

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