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Titel Experimental Comparison of Load-Strengthening and Load-Weakening Behaviour Leading to Fault Reshear
VerfasserIn Tom Mitchell, Richard Sibson, Jörg Renner
Konferenz EGU General Assembly 2010
Medientyp Artikel
Sprache Englisch
Digitales Dokument PDF
Erschienen In: GRA - Volume 12 (2010)
Datensatznummer 250045049
 
Zusammenfassung
In this study, we assess the loading of faults to failure under different stress regimes in a triaxial deformation apparatus, both in dry and saturated conditions.  We explore experimentally the reshear of an existing fault at particular values of (Ïă1 – Ïă3) and Ïă3’ for contrasting loading systems - load-strengthening (equivalent to a thrust fault) with Ïă1’ increasing at constant Ïă3’, versus load-weakening (equivalent to a normal fault) with reducing Ïă3’ under constant Ïă1’.   Prefailure and postfailure behaviour is compared in terms of damage zone development via monitoring variations in ultrasonic velocity and acoustic emission behaviour.  In addition, we explore reshear conditions under an initial condition of (Ïă1‘ = Ïă3’), then inducing reshear on the existing fault first by increasing Ïă1’ (load-strengthening), then by decreasing Ïă3’ (load-weakening), again comparing relative damage zone development and acoustic emission levels.  Experiments are conducted on sawcut granite samples with fault angles at a variety of orientations relative to Ïă1, ranging from an optimal orientation for reactivation to orientation for frictional lock-up.