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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Rajvanshi, U. S. | - |
dc.date.accessioned | 2014-10-12T05:36:00Z | - |
dc.date.available | 2014-10-12T05:36:00Z | - |
dc.date.issued | 1991 | - |
dc.identifier | M.Tech | en_US |
dc.identifier.uri | http://hdl.handle.net/123456789/6111 | - |
dc.guide | Jain, P. K. | - |
dc.guide | Singh, Bhawani | - |
dc.description.abstract | With 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.iso | en | en_US |
dc.subject | CIVIL ENGINEERING | en_US |
dc.subject | DEFORMATION MODULUS | en_US |
dc.subject | ROCK MASS | en_US |
dc.subject | HIMALAYAS | en_US |
dc.title | ESTIMATION OF DEFORMATION MODULUS OF HIMALAYAN ROCKS | en_US |
dc.type | M.Tech Dessertation | en_US |
dc.accession.number | 246186 | en_US |
Appears in Collections: | MASTERS' THESES (Civil Engg) |
Files in This Item:
File | Description | Size | Format | |
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246186CE.pdf | 6.84 MB | Adobe PDF | View/Open |
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