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dc.contributor.advisorHerbert Einstein.en_US
dc.contributor.authorLi, Qiuyi Bing.en_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil and Environmental Engineering.en_US
dc.date.accessioned2019-12-05T18:08:47Z
dc.date.available2019-12-05T18:08:47Z
dc.date.copyright2019en_US
dc.date.issued2019en_US
dc.identifier.urihttps://hdl.handle.net/1721.1/123188
dc.descriptionThesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2019en_US
dc.descriptionCataloged from PDF version of thesis.en_US
dc.descriptionIncludes bibliographical references (pages 224-234).en_US
dc.description.abstractThe goal of the work is to better understand field microseismicity through laboratory experiments. Currently, industry practice consists of detecting activity using monitoring stations located around the volume of interest, and subsequently using the data to infer characteristics such as location, magnitude and mechanism of the corresponding microseismic sources. With this approach it is difficult, given the generally great depths of the microseismic activity, to verify characteristics such as the extent, orientation and mechanism of the fracturing activity. Our goal in the laboratory is to address this knowledge gap by imaging the initiation and propagation of hydraulic fractures in real time, and compare these data to the microseisms emitted during the experiment.en_US
dc.description.abstractExperiments are conducted on Barre Granite, a coarse-grained crystalline rock similar to that often found in enhanced geothermal systems, and Opalinus clayshale, a fine-grained sedimentary rock analogous to shales found in unconventional oil and gas reservoirs. These materials are first tested in a four-point beam-bending setup to generate baseline results under dry conditions, and then hydraulically fractured to compare their behaviour under conditions similar to those in the field. We find that differences between granite and shale behaviour can be attributed to at least two factors. Firstly, the grain size affects the size of the process zone ahead of the fracture tip, which results in a significantly larger zone in granite. Secondly, the shale exhibits more velocity strengthening material while granite is a velocity weakening material, i.e. slip in granite tends to nucleate along single small asperities while slip in shale tends to occur along larger contact areas.en_US
dc.description.abstractAs a result, macro-scale tensile fractures in granite are composed of hundreds of micrometre- to millimetre-scale en-echelon shear microcracks that then coalesce with tensile microcracks. This mechanism tends to generate more seismic activity than in shale, where tensile microcracks on the order of tens of micrometres are created directly. The magnitude of seismicity is quantified in this thesis by normalised radiated seismic energy, which we find in shale is approximately 2-5 [percent] of that in granite. We also find that fluid pressure has a significant effect on seismic activity, and hypothesise that increased loading rate leads to increased inertia in the material ahead of the crack tip, which results in increased fracture complexity. This may result in increased seismic activity due to the increased total accumulated fracture length over which seismic slip may occur.en_US
dc.description.statementofresponsibilityby Bing Qiuyi Li.en_US
dc.format.extent522 pagesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsMIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil and Environmental Engineering.en_US
dc.titleMicroseismic and real-time imaging of fractures and microfractures in barre granite and opalinus clayshaleen_US
dc.typeThesisen_US
dc.description.degreePh. D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.identifier.oclc1128185635en_US
dc.description.collectionPh.D. Massachusetts Institute of Technology, Department of Civil and Environmental Engineeringen_US
dspace.imported2019-12-05T18:08:46Zen_US
mit.thesis.degreeDoctoralen_US
mit.thesis.departmentCivEngen_US


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