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dc.contributor.authorSharma, Surendra Kumar-
dc.date.accessioned2014-10-08T06:27:55Z-
dc.date.available2014-10-08T06:27:55Z-
dc.date.issued1999-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4907-
dc.guideBadarinath, H. S.-
dc.description.abstractRock 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.isoenen_US
dc.subjectWATER RESOURCES DEVELOPMENT AND MANAGEMENTen_US
dc.subjectSITU STRESS- MEASUREMENTSen_US
dc.subjectHYDRO - FRACTURINGen_US
dc.subjectROCK MASSESen_US
dc.titleIN SITU STRESS- MEASUREMENTS BY HYDRO - FRACTURING - SOME CASE STUDIESen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number248441en_US
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