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dc.contributor.authorReddy, Venkata Ramana-
dc.date.accessioned2014-11-05T06:47:13Z-
dc.date.available2014-11-05T06:47:13Z-
dc.date.issued1996-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/7072-
dc.guideRamasamy, G.-
dc.guideSaran, Swami-
dc.description.abstractWells are commonly used as foundations for huge structures like water towers, silos, chimneys, T.V. towers, bridge piers and water front structures. This type of a foundation is widely used particularly in the case of bridges over rivers.Keeping this point in view, this dissertation is directed towards development of a computer program to facilitate the tedious design procedure getting executed in an easy, quick and efficient way. The program developed is of interactive type and applicable to single lane and double lane bridges and also applicable to pier and abutment foundations. The program is written in 'C' language and can be executed on a personal computer. One numerical example with assumed data has been solved and compared with manual calculations to check the correctness of the developed program. Three illustrative examples have also been solved using this program and the resutls are presented. The resutls showed that Elastic approach of lateral stability analysis provides conservative design as compared to Ultimate approach of lateral stability.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectCOMPUTER AIDED DESIGNen_US
dc.subjectWELL FOUNDATIONen_US
dc.subjectWELLSen_US
dc.titleCOMPUTER AIDED DESIGN OF WELL FOUNDATIONen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number247625en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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