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Pore Pressure Drop During Dynamic Rupture and Conditions for Dilatancy Hardening

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    SYSNO ASEP0573882
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JČlánek ve WOS
    TitlePore Pressure Drop During Dynamic Rupture and Conditions for Dilatancy Hardening
    Author(s) Pařez, Stanislav (UCHP-M) RID, ORCID, SAI
    Kozakovič, M. (CZ)
    Havlica, Jaromír (UCHP-M) RID, ORCID, SAI
    Article numbere2023JB026396
    Source TitleJournal of Geophysical Research-Solid Earth. - : Wiley - ISSN 2169-9313
    Roč. 128, č. 7 (2023)
    Number of pages30 s.
    Languageeng - English
    CountryUS - United States
    Keywordsdilatancy ; pore fluid pressure ; fault mechanics
    OECD categoryGeology
    R&D ProjectsGJ19-21114Y GA ČR - Czech Science Foundation (CSF)
    Method of publishingOpen access
    Institutional supportUCHP-M - RVO:67985858
    UT WOS001042049100001
    EID SCOPUS85164031833
    DOI10.1029/2023JB026396
    AnnotationPore pressure drop brought about by fault dilatancy during accelerating slip may suppress nucleation of earthquakes. Yet, direct measurements of pore pressure during dynamic slip are challenging to produce. We present results of a physics-based model simulating onset of slip in saturated granular layers coupled to a constant fluid pressure reservoir. Grain rearrangements required for slip to commence induce incipient rapid dilatation during which the maximum pore pressure drop is generated. We find that up to a critical slip rate the pore pressure drop is consistent with a prediction derived for an incompressible fluid flow. In this drained regime, excess pore pressure is efficiently relaxed and has little effect on slip stability. Above the critical slip rate, marking the onset of undrained conditions, the pore pressure drop decays slowly, inhibits dilatation rate, and significantly increases strength of the layer, stabilizing the rupture growth. The magnitude of the pore pressure drop increases monotonically with the drainage number given as the ratio of the dilatation rate to a characteristic fluid infiltration rate. The pore pressure drop in the undrained regime also depends on a second non-dimensional parameter, urn:x-wiley:21699313:media:jgrb56355:jgrb56355-math-0001, where β is storage capacity, and urn:x-wiley:21699313:media:jgrb56355:jgrb56355-math-0002 is the effective normal stress. Low values of this parameter enhance localization of strain near the drained boundaries of the layer, promoting fluid flow into the layer. Our results can be used to better constrain drainage conditions associated with changes in slip rate, the magnitude of the generated pore pressure and the corresponding fault strengthening.
    WorkplaceInstitute of Chemical Process Fundamentals
    ContactEva Jirsová, jirsova@icpf.cas.cz, Tel.: 220 390 227
    Year of Publishing2024
    Electronic addresshttps://agupubs.onlinelibrary.wiley.com/doi/epdf/10.1029/2023JB026396?src=getftr
Number of the records: 1  

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