S'T'UDY OF EFFECT OF CURVED ALIGNMENT OF GRAVITY DAMS

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DC Field	Value	Language
dc.contributor.author	Balan, T. G. Antony	-
dc.date.accessioned	2014-10-06T06:28:31Z	-
dc.date.available	2014-10-06T06:28:31Z	-
dc.date.issued	1982	-
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/4261	-
dc.guide	Pant, B.	-
dc.description.abstract	It 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.iso	en	en_US
dc.subject	WATER RESOURCES DEVELOPMENT AND MANAGEMENT	en_US
dc.subject	CURVED ALIGNMENT	en_US
dc.subject	GRAVITY DAMS	en_US
dc.subject	ARCH-GRAVITY DAM	en_US
dc.title	S'T'UDY OF EFFECT OF CURVED ALIGNMENT OF GRAVITY DAMS	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	177208	en_US
Appears in Collections:	MASTERS' THESES (WRDM)

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