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Please use this identifier to cite or link to this item: http://dspace.dtu.ac.in:8080/jspui/handle/repository/16975
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dc.contributor.authorKUMAR, ANKIT-
dc.date.accessioned2019-11-25T09:42:09Z-
dc.date.available2019-11-25T09:42:09Z-
dc.date.issued2019-07-
dc.identifier.urihttp://dspace.dtu.ac.in:8080/jspui/handle/repository/16975-
dc.description.abstractThis project presents the influence of confineness on the bearing capacity and settlement of the locally available sand under vertical loading. In this, confining cells of different heights and widths have been used to confine the sand. The project presents the comparison of the behavior of the sand in unconfined condition and confined condition which has been created using different cells. The results showed that confinement increased the bearing capacity of sand drastically. When small width cell and footing has been used, the soil-cell footing behaves as one unit.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesTD-4714;-
dc.subjectCOHESIONLESS SOILSen_US
dc.subjectMODEL TESTen_US
dc.subjectSQUARE FOOTINGen_US
dc.subjectBEARING CAPACITYen_US
dc.subjectSOIL CONFINEMENTen_US
dc.titleINFLUENCE OF CONFINENESS ON BEARING CAPACITY OF SANDen_US
dc.typeThesisen_US
Appears in Collections:M.E./M.Tech. Civil Engineering

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