Comparing the mechanical properties of shale cores: intact vs. fractured and sealed with UICP

dc.contributor.advisorChairperson, Graduate Committee: Catherine Kirklanden
dc.contributor.authorBedey, Kayla Marjorieen
dc.contributor.otherThis is a manuscript style paper that includes co-authored chapters.en
dc.date.accessioned2024-06-25T20:40:22Z
dc.date.available2024-06-25T20:40:22Z
dc.date.issued2023en
dc.description.abstractFractures in subsurface shale formations are instrumental in the recovery of hydrocarbon resources. A result of hydraulic fracturing, these fractures have the potential to become harmful leakage pathways that may contribute undesired fluids to the atmosphere and functional groundwater aquifers. Ureolysis-induced calcium carbonate precipitation (UICP) is a biomineral solution where the urease enzyme converts urea and calcium into calcium carbonate mineral. The resulting biomineral can bridge gaps in fractured shale, reduce undesired fluid flow through leakage pathways, limit fracture propagation, better store carbon dioxide, and potentially extend the efficiency of future and existing wells. The mechanical properties of fractured shale sealed with UICP was investigated using a modified Brazilian indirect tensile strength test. Part one of this study investigated the tensile strength of shale rock using intact Eagle Ford (EF) and Wolfcamp (WC) shale cores (5.08 cm long by 2.54 cm diameter) tested at room temperature (RT) and 60°C. Results show no significant difference between shale types (average tensile strength = 6.19 MPa). EF cores displayed a higher strength at RT versus 60°C, but no difference was seen between temperatures for WC cores. Part two used UICP to seal shale cores (5.08 cm long by 2.54 cm diameter) with a single, heterogeneous fracture spanning the core length. UICP was delivered two ways: 1) the flow-through method injected 20-30 sequential patterns of microbes and UICP-promoting fluids into the fracture until fracture permeability reduced by three orders of magnitude and 2) the immersion method placed cores treated with guar gum and UICP-promoting solutions into a batch reactor, demonstrating that guar gum is a suitable inclusion to UICP-technology and may be capable of reducing the number of injections required in flow-through methodology. Tensile results for both flow-through and immersion methods were widely variable (0.15 - 8 MPa), and in some cores the biomineralized fracture split apart. Notably in other cores the biomineralized fracture remained intact, demonstrating more cohesion than the surrounding shale, indicating that UICP may produce a strong seal for subsurface application.en
dc.identifier.urihttps://scholarworks.montana.edu/handle/1/18281
dc.language.isoenen
dc.publisherMontana State University - Bozeman, College of Engineeringen
dc.rights.holderCopyright 2023 by Kayla Marjorie Bedeyen
dc.subject.lcshShaleen
dc.subject.lcshMechanicsen
dc.subject.lcshUreaseen
dc.subject.lcshCalcium carbonateen
dc.subject.lcshBiomineralizationen
dc.titleComparing the mechanical properties of shale cores: intact vs. fractured and sealed with UICPen
dc.typeThesisen
mus.data.thumbpage12en
thesis.degree.committeemembersMembers, Graduate Committee: Adrienne J. Phillips; Kirsten Mattesonen
thesis.degree.departmentCivil Engineeringen
thesis.degree.genreThesisen
thesis.degree.nameMSen
thesis.format.extentfirstpage1en
thesis.format.extentlastpage92en

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