Please use this identifier to cite or link to this item:
http://hdl.handle.net/10603/420396
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.coverage.spatial | Civil Engineering | |
dc.date.accessioned | 2022-11-24T12:08:48Z | - |
dc.date.available | 2022-11-24T12:08:48Z | - |
dc.identifier.uri | http://hdl.handle.net/10603/420396 | - |
dc.description.abstract | This 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.extent | Not Available | |
dc.language | English | |
dc.relation | Not Available | |
dc.rights | self | |
dc.title | Response of isolated and interfering shallow footings on slopes | |
dc.title.alternative | Not available | |
dc.creator.researcher | Acharyya, Rana | |
dc.subject.keyword | Engineering | |
dc.subject.keyword | Engineering and Technology | |
dc.subject.keyword | Engineering Civil | |
dc.description.note | Not Available | |
dc.contributor.guide | Dey, Arindam | |
dc.publisher.place | Guwahati | |
dc.publisher.university | Indian Institute of Technology Guwahati | |
dc.publisher.institution | DEPARTMENT OF CIVIL ENGINEERING | |
dc.date.registered | 2013 | |
dc.date.completed | 2019 | |
dc.date.awarded | 2019 | |
dc.format.dimensions | Not Available | |
dc.format.accompanyingmaterial | None | |
dc.source.university | University | |
dc.type.degree | Ph.D. | |
Appears in Departments: | DEPARTMENT OF CIVIL ENGINEERING |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
01_fulltext.pdf | Attached File | 13.97 MB | Adobe PDF | View/Open |
04_abstract.pdf | 169.8 kB | Adobe PDF | View/Open | |
80_recommendation.pdf | 829.03 kB | Adobe PDF | View/Open |
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