TY - JOUR A1 - Durand, Virginie A1 - Bentz, Stephan A1 - Kwiatek, Grzegorz A1 - Dresen, Georg A1 - Wollin, Christopher A1 - Heidbach, Oliver A1 - Martinez-Garzon, Patricia A1 - Cotton, Fabrice A1 - Nurlu, Murat A1 - Bohnhoff, Marco T1 - A two-scale preparation phase preceded an M-w 5.8 earthquake in the sea of marmara offshore Istanbul, Turkey JF - Seismological research letters N2 - We analyze the spatiotemporal evolution of seismicity during a sequence of moderate (an M-w 4.7 foreshock and M-w 5.8 mainshock) earthquakes occurring in September 2019 at the transition between a creeping and a locked segment of the North Anatolian fault in the central Sea of Marmara, northwest Turkey. To investigate in detail the seismicity evolution, we apply a matched-filter technique to continuous waveforms, thus reducing the magnitude threshold for detection. Sequences of foreshocks preceding the two largest events are clearly seen, exhibiting two different behaviors: a long-term activation of the seismicity along the entire fault segment and a short-term concentration around the epicenters of the large events. We suggest a two-scale preparation phase, with aseismic slip preparing the mainshock final rupture a few days before, and a cascade mechanism leading to the nucleation of the mainshock. Thus, our study shows a combination of seismic and aseismic slip during the foreshock sequence changing the strength of the fault, bringing it closer to failure. Y1 - 2020 U6 - https://doi.org/10.1785/0220200110 SN - 0895-0695 SN - 1938-2057 VL - 91 IS - 6 SP - 3139 EP - 3147 CY - Boulder ER - TY - JOUR A1 - Bentz, Stephan A1 - Martinez-Garzon, Patricia A1 - Kwiatek, Grzegorz A1 - Dresen, Georg A1 - Bohnhoff, Marco T1 - Analysis of Microseismicity Framing M-L > 2.5 Earthquakes at The Geysers Geothermal Field, California JF - Journal of geophysical research : Solid earth N2 - Preparatory mechanisms accompanying or leading to nucleation of larger earthquakes have been observed at both laboratory and field scales, but conditions favoring the occurrence of observable preparatory processes are still largely unknown. In particular, it remains a matter of debate why some earthquakes occur spontaneously without noticeable precursors as opposed to events that are preceded by an extended failure process. In this study, we have generated new high-resolution seismicity catalogs framing the occurrence of 20 M-L > 2.5 earthquakes at The Geysers geothermal field in California. To this end, a seismicity catalog of the 11 days framing each large event was created. We selected 20 sequences sampling different hypocentral depths and hydraulic conditions within the field. Seismic activity and magnitude frequency distributions displayed by the different earthquake sequences are correlated with their location within the reservoir. Sequences located in the northwestern part of the reservoir show overall increased seismic activity and low b values, while the southeastern part is dominated by decreased seismic activity and higher b values. Periods of high injection coincide with high b values and vice versa. These observations potentially reflect varying differential and mean stresses and damage of the reservoir rocks across the field. About 50% of analyzed sequences exhibit no change in seismicity rate in response to the large main event. However, we find complex waveforms at the onset of the main earthquake, suggesting that small ruptures spontaneously grow into or trigger larger events. KW - induced seismicity KW - earthquake nucleation KW - The Geysers KW - earthquake sequences Y1 - 2019 U6 - https://doi.org/10.1029/2019JB017716 SN - 2169-9313 SN - 2169-9356 VL - 124 IS - 8 SP - 8823 EP - 8843 PB - American Geophysical Union CY - Washington ER - TY - JOUR A1 - Schuster, Valerian A1 - Rybacki, Erik A1 - Bonnelye, Audrey A1 - Dresen, Georg T1 - Authors’ Reply to the Discussion by Crisci et al. (2021): Experimental deformation of Opalinus Clay at elevated temperature and pressure conditions BT - mechanical properties and the influence of rock fabric JF - Rock mechanics and rock engineering KW - opalinus clay KW - testing procedure KW - pore pressure generation KW - strain rate KW - drying-induced micro cracks Y1 - 2021 U6 - https://doi.org/10.1007/s00603-021-02675-w SN - 0723-2632 SN - 1434-453X VL - 55 SP - 467 EP - 469 PB - Springer CY - Wien ER - TY - JOUR A1 - Nardini, Livia A1 - Rybacki, Erik A1 - Krause, Michael A1 - Morales, Luiz F.G. A1 - Dresen, Georg T1 - Control of the geometric arrangement of material heterogeneities on strain localization at the brittle-to-ductile transition in experimentally deformed carbonate rocks JF - Journal of Structural Geology N2 - Triaxial high temperature (900 °C) deformation experiments were conducted at constant strain rate in a Paterson-type deformation apparatus on cylinders of Carrara marble with two right or left stepping, non-overlapping weak inclusions of Solnhofen limestone, oriented at 45° to the cylinders’ longitudinal axes. Applying different values of confinement (30, 50, 100 and 300 MPa) we induced various amounts of brittle deformation in the marble matrix and investigated the effect of brittle precursors on the initiation and development of heterogeneity-induced high temperature shear zones. Viscosity contrast between the matrix and the inclusions induces local stress concentration at the tips of these latter. The initial arrangement of the inclusions results in either an overpressured (contractional) or underpressured (extensional) domain in the step-over region of the sample. At low confinement (30 and 50 MPa) abundant brittle deformation is observed, but the spatial distribution of microfractures is dependent on the kinematics of the step-over region: microcracks occur either along the shearing plane between inclusions (in extensional bridge samples), or broadly distributed outside the step-over region (contractional bridge samples). Accordingly, ductile deformation localizes along the inclusions plane in the extensional bridge samples as opposed to distributing over large areas of the matrix in the contractional bridge samples. If microcracking is suppressed (high confinement), strain is accommodated by viscous creep and strain progressively de-localizes in extensional bridge samples. Our experiments demonstrate that brittle precursors enhance the degree of localization in the ductile deformation regime, but only if the interaction of pre-existing heterogeneities induces an extensional mean stress regime in between. KW - High-temperature shear zones KW - Triaxial deformation KW - Brittle precursors KW - Strain localization Carrara marble Y1 - 2019 U6 - https://doi.org/10.1016/j.jsg.2020.104038 SN - 0191-8141 VL - 135 PB - Pergamon Press CY - Oxford ; Frankfurt, M. ER - TY - JOUR A1 - Kwiatek, Grzegorz A1 - Saarno, Tero A1 - Ader, Thomas A1 - Blümle, Felix A1 - Bohnhoff, Marco A1 - Chendorain, Michael A1 - Dresen, Georg A1 - Heikkinen, Pekka A1 - Kukkonen, Ilmo A1 - Leary, Peter A1 - Leonhardt, Maria A1 - Malin, Peter A1 - Martinez-Garzon, Patricia A1 - Passmore, Kevin A1 - Passmore, Paul A1 - Valenzuela, Sergio A1 - Wollin, Christopher T1 - Controlling fluid-induced seismicity during a 6.1-km-deep geothermal stimulation in Finland JF - Science Advances N2 - We show that near-real-time seismic monitoring of fluid injection allowed control of induced earthquakes during the stimulation of a 6.1-km-deep geothermal well near Helsinki, Finland. A total of 18,160 m(3) of fresh water was pumped into crystalline rocks over 49 days in June to July 2018. Seismic monitoring was performed with a 24-station borehole seismometer network. Using near-real-time information on induced-earthquake rates, locations, magnitudes, and evolution of seismic and hydraulic energy, pumping was either stopped or varied-in the latter case, between well-head pressures of 60 and 90 MPa and flow rates of 400 and 800 liters/min. This procedure avoided the nucleation of a project-stopping magnitude M-W 2.0 induced earthquake, a limit set by local authorities. Our results suggest a possible physics-based approach to controlling stimulation-induced seismicity in geothermal projects. Y1 - 2019 U6 - https://doi.org/10.1126/sciadv.aav7224 SN - 2375-2548 VL - 5 IS - 5 PB - American Association for the Advancement of Science CY - Washington ER - TY - JOUR A1 - Kwiatek, Grzegorz A1 - Martinez-Garzon, Patricia A1 - Dresen, Georg A1 - Bohnhoff, Marco A1 - Sone, Hiroki A1 - Hartline, Craig T1 - Effects of long-term fluid injection on induced seismicity parameters and maximum magnitude in northwestern part of The Geysers geothermal field JF - Journal of geophysical research : Solid earth N2 - The long-term temporal and spatial changes in statistical, source, and stress characteristics of one cluster of induced seismicity recorded at The Geysers geothermal field (U.S.) are analyzed in relation to the field operations, fluid migration, and constraints on the maximum likely magnitude. Two injection wells, Prati-9 and Prati-29, located in the northwestern part of the field and their associated seismicity composed of 1776 events recorded throughout a 7year period were analyzed. The seismicity catalog was relocated, and the source characteristics including focal mechanisms and static source parameters were refined using first-motion polarity, spectral fitting, and mesh spectral ratio analysis techniques. The source characteristics together with statistical parameters (b value) and cluster dynamics were used to investigate and understand the details of fluid migration scheme in the vicinity of injection wells. The observed temporal, spatial, and source characteristics were clearly attributed to fluid injection and fluid migration toward greater depths, involving increasing pore pressure in the reservoir. The seasonal changes of injection rates were found to directly impact the shape and spatial extent of the seismic cloud. A tendency of larger seismic events to occur closer to injection wells and a correlation between the spatial extent of the seismic cloud and source sizes of the largest events was observed suggesting geometrical constraints on the maximum likely magnitude and its correlation to the average injection rate and volume of fluids present in the reservoir. KW - fluid-induced seismicity KW - maximum magnitude KW - reservoir characterization KW - source parameters KW - passive seismic monitoring Y1 - 2015 U6 - https://doi.org/10.1002/2015JB012362 SN - 2169-9313 SN - 2169-9356 VL - 120 IS - 10 SP - 7085 EP - 7101 PB - American Geophysical Union CY - Washington ER - TY - JOUR A1 - Schuster, Valerian A1 - Rybacki, Erik A1 - Bonnelye, Audrey A1 - Herrmann, Johannes A1 - Schleicher, Anja Maria A1 - Dresen, Georg T1 - Experimental deformation of opalinus clay at elevated temperature and pressure conditions BT - Mechanical properties and the influence of rock fabric JF - Rock mechanics and rock engineering N2 - The mechanical behavior of the sandy facies of Opalinus Clay (OPA) was investigated in 42 triaxial tests performed on dry samples at unconsolidated, undrained conditions at confining pressures (p(c)) of 50-100 MPa, temperatures (T) between 25 and 200 degrees C and strain rates (epsilon) (over dot ) of 1 x-10(-3)-5 x-10(-6) -s(-1). Using a Paterson-type deformation apparatus, samples oriented at 0 degrees, 45 degrees and 90 degrees to bedding were deformed up to about 15% axial strain. Additionally, the influence of water content, drainage condition and pre-consolidation was investigated at fixed p(c)-T conditions, using dry and re-saturated samples. Deformed samples display brittle to semi-brittle deformation behavior, characterized by cataclastic flow in quartz-rich sandy layers and granular flow in phyllosilicate-rich layers. Samples loaded parallel to bedding are less compliant compared to the other loading directions. With the exception of samples deformed 45 degrees and 90 degrees to bedding at p(c) = 100 MPa, strain is localized in discrete shear zones. Compressive strength (sigma(max)) increases with increasing pc, resulting in an internal friction coefficient of approximate to 0.31 for samples deformed at 45 degrees and 90 degrees to bedding, and approximate to 0.44 for samples deformed parallel to bedding. In contrast, pre-consolidation, drainage condition, T and epsilon(over dot )do not significantly affect deformation behavior of dried samples. However, sigma(max) and Young's modulus (E) decrease substantially with increasing water saturation. Compared to the clay-rich shaly facies of OPA, sandy facies specimens display higher strength sigma(max) and Young's modulus E at similar deformation conditions. Strength and Young's modulus of samples deformed 90 degrees and 45 degrees to bedding are close to the iso-stress Reuss bound, suggesting a strong influence of weak clay-rich layers on the deformation behavior. KW - Clay rock KW - Sandy facies of Opalinus Clay KW - Triaxial deformation experiments KW - Microstructural deformation mechanisms KW - Pressure-temperature and strain rate-dependent mechanical behaviour KW - Anisotropy Y1 - 2021 U6 - https://doi.org/10.1007/s00603-021-02474-3 SN - 0723-2632 SN - 1434-453X VL - 54 SP - 4009 EP - 4039 PB - Springer CY - Wien ER - TY - JOUR A1 - Wang, Lei A1 - Rybacki, Erik A1 - Bonnelye, Audrey A1 - Bohnhoff, Marco A1 - Dresen, Georg T1 - Experimental investigation on static and dynamic bulk moduli of dry and fluid-saturated porous sandstones JF - Rock mechanics and rock engineering N2 - Knowledge of pressure-dependent static and dynamic moduli of porous reservoir rocks is of key importance for evaluating geological setting of a reservoir in geo-energy applications. We examined experimentally the evolution of static and dynamic bulk moduli for porous Bentheim sandstone with increasing confining pressure up to about 190 MPa under dry and water-saturated conditions. The static bulk moduli (K-s) were estimated from stress-volumetric strain curves while dynamic bulk moduli (K-d) were derived from the changes in ultrasonic P- and S- wave velocities (similar to 1 MHz) along different traces, which were monitored simultaneously during the entire deformation. In conjunction with published data of other porous sandstones (Berea, Navajo and Weber sandstones), our results reveal that the ratio between dynamic and static bulk moduli (K-d/K-s) reduces rapidly from about 1.5 - 2.0 at ambient pressure to about 1.1 at high pressure under dry conditions and from about 2.0 - 4.0 to about 1.5 under water-saturated conditions, respectively. We interpret such a pressure-dependent reduction by closure of narrow (compliant) cracks, highlighting thatK(d)/K(s)is positively correlated with the amount of narrow cracks. Above the crack closure pressure, where equant (stiff) pores dominate the void space,K-d/K(s)is almost constant. The enhanced difference between dynamic and static bulk moduli under water saturation compared to dry conditions is possibly caused by high pore pressure that is locally maintained if measured using high-frequency ultrasonic wave velocities. In our experiments, the pressure dependence of dynamic bulk modulus of water-saturated Bentheim sandstone at effective pressures above 5 MPa can be roughly predicted by both the effective medium theory (Mori-Tanaka scheme) and the squirt-flow model. Static bulk moduli are found to be more sensitive to narrow cracks than dynamic bulk moduli for porous sandstones under dry and water-saturated conditions. KW - Porous sandstone KW - Static bulk modulus KW - Dynamic bulk modulus KW - Narrow KW - (compliant) cracks KW - Equant (stiff) pores Y1 - 2020 U6 - https://doi.org/10.1007/s00603-020-02248-3 SN - 0723-2632 SN - 1434-453X VL - 54 IS - 1 SP - 129 EP - 148 PB - Springer CY - Wien ER - TY - GEN A1 - Schuck, Bernhard A1 - Schleicher, Anja Maria A1 - Janssen, Christoph A1 - Toy, Virginia G. A1 - Dresen, Georg T1 - Fault zone architecture of a large plate-bounding strike-slip fault BT - A case study from the Alpine Fault, New Zealand T2 - Zweitveröffentlichungen der Universität Potsdam : Mathematisch-Naturwissenschaftliche Reihe N2 - New Zealand's Alpine Fault is a large, platebounding strike-slip fault, which ruptures in large (M-w > 8) earthquakes. We conducted field and laboratory analyses of fault rocks to assess its fault zone architecture. Results reveal that the Alpine Fault Zone has a complex geometry, comprising an anastomosing network of multiple slip planes that have accommodated different amounts of displacement. This contrasts with the previous perception of the Alpine Fault Zone, which assumes a single principal slip zone accommodated all displacement. This interpretation is supported by results of drilling projects and geophysical investigations. Furthermore, observations presented here show that the young, largely unconsolidated sediments that constitute the footwall at shallow depths have a significant influence on fault gouge rheological properties and structure. T3 - Zweitveröffentlichungen der Universität Potsdam : Mathematisch-Naturwissenschaftliche Reihe - 1428 KW - san andreas fault KW - thickness-displacement relationships KW - central south island KW - Ion-Beam (FIB) KW - internal structure KW - hanging wall KW - Fluid Flow KW - frictional properties KW - weakening mechanisms KW - strain localization Y1 - 2020 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:517-opus4-512441 SN - 1866-8372 IS - 1 ER - TY - JOUR A1 - Schuck, Bernhard A1 - Schleicher, Anja Maria A1 - Janssen, Christoph A1 - Toy, Virginia G. A1 - Dresen, Georg T1 - Fault zone architecture of a large plate-bounding strike-slip fault BT - A case study from the Alpine Fault, New Zealand JF - Solid Earth N2 - New Zealand's Alpine Fault is a large, platebounding strike-slip fault, which ruptures in large (M-w > 8) earthquakes. We conducted field and laboratory analyses of fault rocks to assess its fault zone architecture. Results reveal that the Alpine Fault Zone has a complex geometry, comprising an anastomosing network of multiple slip planes that have accommodated different amounts of displacement. This contrasts with the previous perception of the Alpine Fault Zone, which assumes a single principal slip zone accommodated all displacement. This interpretation is supported by results of drilling projects and geophysical investigations. Furthermore, observations presented here show that the young, largely unconsolidated sediments that constitute the footwall at shallow depths have a significant influence on fault gouge rheological properties and structure. KW - san andreas fault KW - thickness-displacement relationships KW - central south island KW - Ion-Beam (FIB) KW - internal structure KW - hanging wall KW - Fluid Flow KW - frictional properties KW - weakening mechanisms KW - strain localization Y1 - 2020 U6 - https://doi.org/10.5194/se-11-95-2020 SN - 1869-9529 VL - 11 IS - 1 SP - 95 EP - 124 PB - Copernicus Publications CY - Göttingen ER -