1. Shodhbhagirathi @ IITR
  2. CIVIL ENGINEERING
  3. MASTERS' THESES (Civil Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/8131
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dc.contributor.authorGhumman, Manjit Singh-
dc.date.accessioned2014-11-12T06:31:39Z-
dc.date.available2014-11-12T06:31:39Z-
dc.date.issued1966-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8131-
dc.guidePrakash, Shamsher-
dc.description.abstractSynopsis series of model footings on dense sand have been subjected to vertical static loads. Observations were made of load displacement characteristics and ultimate bearing capacity. Failure patterns that here observed on the surface of sand are presented and examined. The results of 43 tests are correlated for square, circular and rectangular footings. Observed values of bearing Capacity have been compared with the values calculated on the basis of Terzaghi's equations and Meyerhof,'s modified analysis..en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectBEARING CAPACITYen_US
dc.subjectMODEL FOOTINGSen_US
dc.subjectSANDen_US
dc.titleEFFECT OF SHAPE ON BEARING CAPACITY OF MODEL FOOTINGS IN SANDen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number64033en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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