Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4261
Full metadata record
DC FieldValueLanguage
dc.contributor.authorBalan, T. G. Antony-
dc.date.accessioned2014-10-06T06:28:31Z-
dc.date.available2014-10-06T06:28:31Z-
dc.date.issued1982-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4261-
dc.guidePant, B.-
dc.description.abstractIt has boon observed that, of the many dam failures, those dams with a slight curvature to its alignment, have fared bettor under distress, than those with. a straight alignment. This dissertation analyses the various causes which contribute to the additional strength of these dams under normal working conditions as well as at incipient foundation failure condition. A Trial Load type of analysis of an arch-gravity dam was made using 2-D Finite Element Method. A 3-Dimensional photoelastic model was tested for foundation failure conditions.en_US
dc.language.isoenen_US
dc.subjectWATER RESOURCES DEVELOPMENT AND MANAGEMENTen_US
dc.subjectCURVED ALIGNMENTen_US
dc.subjectGRAVITY DAMSen_US
dc.subjectARCH-GRAVITY DAMen_US
dc.titleS'T'UDY OF EFFECT OF CURVED ALIGNMENT OF GRAVITY DAMSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number177208en_US
Appears in Collections:MASTERS' DISSERTATIONS (WRDM)

Files in This Item:
File Description SizeFormat 
WRDM177208.pdf4.08 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.