Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/11124
Full metadata record
DC FieldValueLanguage
dc.contributor.authorKumar, Vikas-
dc.date.accessioned2014-11-26T04:44:01Z-
dc.date.available2014-11-26T04:44:01Z-
dc.date.issued1990-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/11124-
dc.guideGupta, Mani Kant-
dc.description.abstractThe damages to engineering structures on piles in the past earthquakes have clearly demonstrated that for safe as well as economical earthquake resistant designs, understanding of the behaviour of the soil pile foundation system is very necessary and should be given primary impOrtance, As the development expands and oil industries extend their off-shore activities more structures such as feDd6*rs, dril1ing platforms, etc are built supported on piles. Damping and stiffness provided by the pile are the most important factors on which the response of structures to dynamic loads depend. These characteristics of the pile are a product of the interaction between the soil and the pi1e. For design of the pile foundation under dynamics lc)ads, the dynamic soil pile stiffness and soil mc}dulus. are used These parameters for the pile foundation are determined through experiments on prototype proposed pi_ie foundation installed in field for the purpose. A method was proposed by V. Ch@ndras**karan (1974) to find out these material constants i.e. soil pile stiffness and soil modulus. This method is standardised in IS code (IS:9716- 1981) and is in current practice" But no further work had been carried out in this direction to confirm if this is satisfactory. The present investigation is planned in laboratory iii ` if the proposed method gives unique results.en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectDYNAMIC SOIL PILE STIFFNESSen_US
dc.subjectSOIL MODULUSen_US
dc.subjectPILEen_US
dc.titleLABORATORY STUDY ON DYNAMIC SOIL PILE STIFFNESS AND SOIL MODULUSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number245415en_US
Appears in Collections:MASTERS' DISSERTATIONS (Earthquake Engg)

Files in This Item:
File Description SizeFormat 
EQD245415.pdf4.61 MBAdobe PDFView/Open


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