PILES DRIVING BY VIBRATIONS AND WATER - JETTING

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DC Field	Value	Language
dc.contributor.author	Gupta, Jitender	-
dc.date.accessioned	2014-11-15T06:40:43Z	-
dc.date.available	2014-11-15T06:40:43Z	-
dc.date.issued	1976	-
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/8546	-
dc.guide	Ramasami, G.	-
dc.guide	Saran, Swami	-
dc.description.abstract	An electromagnetic model vibro-hammer has been developed and used for pile driving. Model aluminium piles of 16 mm and 22 mm diameter and of length 75 cm have been driven in Solani sand in loose as well as dense state and Dhanauri clay. Three methods, namely vibratory, water-jetting and the combination of two have been employed for driving the piles. The rate of penetration in . all the cases have been recorded and the performance of the different methods have been studied. R ecoim i dations on the suitability of the methods and driving procedures have been made,	en_US
dc.language.iso	en	en_US
dc.subject	CIVIL ENGINEERING	en_US
dc.subject	PILES DRIVING	en_US
dc.subject	VIBRATIONS	en_US
dc.subject	WATER - JETTING	en_US
dc.title	PILES DRIVING BY VIBRATIONS AND WATER - JETTING	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	109196	en_US
Appears in Collections:	MASTERS' THESES (Civil Engg)

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