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DC Field | Value | Language |
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dc.contributor.author | Sharma, Surendra Kumar | - |
dc.date.accessioned | 2014-10-08T06:27:55Z | - |
dc.date.available | 2014-10-08T06:27:55Z | - |
dc.date.issued | 1999 | - |
dc.identifier | M.Tech | en_US |
dc.identifier.uri | http://hdl.handle.net/123456789/4907 | - |
dc.guide | Badarinath, H. S. | - |
dc.description.abstract | Rock masses are initially stressed in their natural state. For the stability of artificial subsurface structures knowledge of the in-situ or virgin stress field is needed to predict the response of rock masses and to the disturbance associated with those structures. In-situ stresses are used for stress-deformation analysis, in design of underground structures for site location, selection of orientation, selection of shape, dimensioning, excavation sequence, support, rock reinforcement etc. In civil and mining engineering, in-situ stresses control the distribution of stresses around underground cavities. These stresses may be large enough to mobilise the strength of the rock mass and cause failure.- Previously, modulus of deformation and shear strength parameters only were measured. However, the state of stress is one of the crucial parameters which in recent years has been included..... | en_US |
dc.language.iso | en | en_US |
dc.subject | WATER RESOURCES DEVELOPMENT AND MANAGEMENT | en_US |
dc.subject | SITU STRESS- MEASUREMENTS | en_US |
dc.subject | HYDRO - FRACTURING | en_US |
dc.subject | ROCK MASSES | en_US |
dc.title | IN SITU STRESS- MEASUREMENTS BY HYDRO - FRACTURING - SOME CASE STUDIES | en_US |
dc.type | M.Tech Dessertation | en_US |
dc.accession.number | 248441 | en_US |
Appears in Collections: | MASTERS' THESES (WRDM) |
Files in This Item:
File | Description | Size | Format | |
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WRDM248441.pdf | 4.37 MB | Adobe PDF | View/Open |
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