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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1006499
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dc.contributor.authorLamas, L.pt_BR
dc.contributor.authorMuralha, J.pt_BR
dc.contributor.authorEspada, M.pt_BR
dc.contributor.authorFigueiredo, B.pt_BR
dc.date.accessioned2014-10-02T13:26:54Zpt_BR
dc.date.accessioned2014-10-09T14:07:08Zpt_BR
dc.date.accessioned2017-04-13T12:02:03Z-
dc.date.available2014-10-02T13:26:54Zpt_BR
dc.date.available2014-10-09T14:07:08Zpt_BR
dc.date.available2017-04-13T12:02:03Z-
dc.date.issued2014-09pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1006499-
dc.description.abstractThe paper introduces and presents instances of application of methodologies for analysis of the stress field obtained from the results of in situ stress measurements using the overcoring, hydraulic fracturing and flat jacks methods. These methodologies integrate all stress measurements, and use numerical models of the rock mass that represent the ground topography and the underground excavations, so that the most likely stress field in the zone of interest for the design of several large underground structures is obtained.pt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectState of stresspt_BR
dc.subjectIn situ testspt_BR
dc.subjectUnderground structurespt_BR
dc.titleIn Situ Stress Field Estimation for Underground Structures Designpt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures21pt_BR
dc.description.tables0pt_BR
dc.description.pages8pppt_BR
dc.identifier.seminarioSBMR 2014 – ISRM Specialized Conferencept_BR
dc.identifier.localGoiania, Brazilpt_BR
dc.description.sectorDBB/NMMFpt_BR
dc.description.year2014pt_BR
dc.description.data09-13 Septemberpt_BR
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