Hydrofracturing tests on granite samples using a true triaxial device equipped with acoustic emission sensors

UDC.coleccionInvestigaciónes_ES
UDC.conferenceTitleMechanics and Rock Engineering, from Theory to Practice 20-25 September 2021, Turin, Italyes_ES
UDC.departamentoEnxeñaría Civiles_ES
UDC.grupoInvEnxeñaría da Auga e do Medio Ambiente (GEAMA)es_ES
UDC.institutoCentroCITEEC - Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civiles_ES
UDC.journalTitleIOP Conference Series: Earth and Environmental Sciencees_ES
UDC.startPage012187es_ES
UDC.volume833es_ES
dc.contributor.authorHerbón-Penabad, Miguel
dc.contributor.authorMuñoz-Ibáñez, Andrea
dc.contributor.authorDelgado Martín, Jordi
dc.contributor.authorGonzález-Molano, Nubia
dc.contributor.authorAlvarellos Iglesias, José
dc.contributor.authorCanal, Jacobo
dc.date.accessioned2022-01-11T20:06:55Z
dc.date.available2022-01-11T20:06:55Z
dc.date.issued2021
dc.description.abstract[Abstract:] We present a series of tests performed on granite samples using a true triaxial device designed and built at the Rock Mechanics Laboratory (University of A Coruña). The experiments were performed using cubic rock samples of 150 mm-edge, which were loaded to different stress conditions (σh < σh < σy < 45 MPa) on each loading axis. The device is based on a stiff steel frame that can be coupled to a servo-hydraulic testing machine that provides de vertical stress (av), while two high-pressure pumps are used to deliver the lateral stress (σh and ah). An additional high-pressure pump is used to inject the fluid (mineral oil) into the rock sample at a low constant-flow rate. The aluminium loading platens, which are bevelled at the edges to avoid interaction among adjacent faces, have holes and grooves to introduce acoustic emission sensors that allow the location of fracture propagation. The specimens were drilled using a 6 mm drill bit until reaching the geometrical centre. Then, a 1/8" (~3.18 mm) stainless steel tube is glued to the samples with epoxy. Strain measurements during the experiments were conducted using four strain gages attached to the orthogonal faces of the specimens. The system was further equipped with three LVDTs to account for the bulk displacement on each axis. Our results suggest a linear relationship between the breakdown pressure and the confining stress under hydrostatic conditions but no clear correlation in non-hydrostatic stress regime.es_ES
dc.description.sponsorshipMinisterio de Asuntos Económicos y Transformación Digital, MINECO; BIA2017- 87066-Res_ES
dc.identifier.citationM Herbón-Penabad et al 2021 IOP Conf. Ser.: Earth Environ. Sci. 833 012187es_ES
dc.identifier.doi10.1088/1755-1315/833/1/012187
dc.identifier.urihttp://hdl.handle.net/2183/29357
dc.language.isoenges_ES
dc.publisherIOP Publishing Ltdes_ES
dc.relation.urihttps://doi.org/10.1088/1755-1315/833/1/012187es_ES
dc.rightsAtribución 3.0 Españaes_ES
dc.rights.accessRightsopen accesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/*
dc.subjectGranitees_ES
dc.subjectStresses_ES
dc.subjectFracturees_ES
dc.subjectHydrofracturees_ES
dc.titleHydrofracturing tests on granite samples using a true triaxial device equipped with acoustic emission sensorses_ES
dc.typeconference outputes_ES
dspace.entity.typePublication
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relation.isAuthorOfPublication578e5a4a-07d3-44e4-aa25-b8d2afac1af6
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relation.isAuthorOfPublication.latestForDiscoverya7435ad7-da1b-40c1-aad0-d295b6ee61d2

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