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dc.contributor.authorRajvanshi, U. S.-
dc.date.accessioned2014-10-12T05:36:00Z-
dc.date.available2014-10-12T05:36:00Z-
dc.date.issued1991-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/6111-
dc.guideJain, P. K.-
dc.guideSingh, Bhawani-
dc.description.abstractWith the increase in the activity in connection with the construction of river valley projects in the Himalayas, the ' correct technique of testing for insitu deformation modulus of rock mass has gained importance. In the dissertation, the following points have been high-lighted :- - The various practices which are being followed for plate-bearing test. - The interpretation of load deformation curves. - The various factors affecting the deformation modulus value of a test. - "The depth-effect" on-value of deformation modulus. - "The roof and floor effect" on value of deformation modulus. - A case study indicating the type of rock based on the deformability characters tics. - A case study showing the meticulous use of deformation moduli at different stress ranges for the design of a high concrete-gravity dam. The work done by the author will goa long way in understanding the deformation modulus in a rational way.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectDEFORMATION MODULUSen_US
dc.subjectROCK MASSen_US
dc.subjectHIMALAYASen_US
dc.titleESTIMATION OF DEFORMATION MODULUS OF HIMALAYAN ROCKSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number246186en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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