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  • 1
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 113 (1993), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: The formation of microcracks is studied in a planar composite material using the finite element method. Intraganular (IGC), transgranular (TGC) and mixed-type cracking is modelled in a system containing angular-cornered quartz (QTZ) grains surrounded by feldspar (FSP). Physical rock properties (elastic moduli, seismic velocity) show a gradual increase with increasing confining pressure due to the closure of cracks as expected from experiments only in the case of IGC. the collapse closure of grain-boundary cracks (GBC) and the TGC is documented by a jump in the pressure-dependent rock properties. Strictly parallel aligned flaws should be replaced by preferred oriented ones or by crack populations with different closing pressures to provide a gradual closure curve. the thermal microcracks investigated can be categorized with respect to their closure process quantified in terms of crack length, aperture and aspect ratio versus confining pressure. Major crack types (GBC I, IGC and TGC) close at pressures ranging from 30 to about 70MPa after cooling the composite by 400 °C. For mixed-type cracks (GBC & IGC), the GBC closes at 30MPa before the remaining IGC starts to shorten at 50 MPa. the friction coefficient μ along the re-closed GBC-planes is responsible for whether the IGC closes totally (μ= 0.1) or degenerates into a residual pore located at the grain boundary (μ≥ 0.3). For μ≥ 0.3 significant in situ porosity of QTZ/FSP-rich rocks may be found as deep as 10 km within the crust of the earth. Lowering the friction coefficient residual porosity can disappear at shallower depths (e.g. μ= 0.1 for the mixed type crack results in a closing pressure of 50 MPa corresponding to a depth of about 2 km).
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 124 (1996), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: Ultrasonic P-wave traveltimes were examined in 73 directions of cylindrical core specimens, measuring 30 mm in length and in diameter, at room temperature in a 400 MPa pressure vessel. The wave-velocity analysis was carried out on 66 crystalline drill cores taken at depths of between 127 and 3888 m in the KTB-VB well and on 18 drill cores taken at depths of between 4195 and 8080 m in the KTS-HB well. Based on omnidirectional wave velocities versus pressure, a method is developed to separate crack-caused and textural velocity anisotropies. The crack-caused part of the velocity anisotropy is used to infer crack closure pressures. The ratio of horizontal to vertical differential pressure obtained from textural-reduced crack closure curves decreased from four near the surface to one at depths greater than 5 km. The difference in horizontal crack closure pressures was higher than the overburden pressure only for specimens from shallow depths (〈1 km); it reached a maximum value of 40 MPa at 2 km depth and decreased to 15 MPa in the depth range from 4 to 6 km. For 45 cores we observed a rotation in velocity azimuth under pressure. Assuming the velocity azimuth of nine cores with weak fabric and the crack velocity azimuth of 23 anisotropic cores with rotating azimuths to be parallel to the SH-direction, our data imply a significant rotation of the stress field in the depth range from 1 to 4 km in the KTB pilot hole. Our core results support the previously determined average SH-direction of N162°E at the drill site only in the suite of metabasites at depths ranging from 3629 to 3746 m.
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 113 (1993), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: The formation of microcracks is simulated in 2-D composites using the finite element method. the rock is modelled by a planar, periodic array of angular-cornered grains embedded in a matrix with different thermoelastic moduli. During cooling or unloading stress-concentration points arise at sharp corners inside the grain aggregate. Microcracking is simulated in a system containing quartz (QTZ) grains surrounded by feldspar (FSP). By investigating stress-intensity factors for different crack paths one can conclude that grain-boundary cracking (GBC) is most likely. Seismic velocities of the fractured composite are calculated from effective moduli. In a rock containing an array of parallel aligned GBC (1 mm length), the anisotropy turned out to be 29 per cent for P waves and 20 per cent for S waves. Crack-closure modelled by repressurizing the rock is substantially different for an aggregate with parallel oriented cracks (GBC I) than for a composite where most of the grain boundaries are broken (matrix containing totally separated grains, GBC II). the closing pressure of GBC I is finite and lies between 31 MPa (QTZ grains) and 41 MPa (FSP grains) after a temperature change of 400°C. the closing pressure of thermal cracks is largest in composites with very small inclusions and decreases for composites with larger grains. In case of small inclusions a collapse closure of GBC is evident, whereas in systems with larger grains a more gradual crack-closure dominates. the closure of GBC II is characterized by the occurrence of residual pores. the pores originate in the final stage of crack closure near sharp corners of the grains, where the former stress-concentration points after cooling were located. the phenomenon of residual pores may be a hint for interpreting fluid inclusions in rocks as a relic of the incomplete closure of cracks. From the results obtained in this study it can be concluded that significant in situ porosity of QTZ/FSP-rich rocks may be found at pressures as high as 300 MPa corresponding to a depth of about 10 km in the crust of the earth.
    Type of Medium: Electronic Resource
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  • 4
    Publication Date: 2015-10-01
    Description: Enhanced geothermal systems, shale gas, and geological carbon sequestration all require underground fluid injection in high-pressure conditions. Fluid injection creates fractures, induces seismicity, and has the potential to reactivate nearby faults that can generate a large magnitude earthquake. Mechanisms of fluid injection–induced seismicity and fault reactivation should be better understood to be able to mitigate larger events triggered by fluid injection. This study investigates fluid injection, induced seismicity, and triggering of fault rupture using hydromechanical-coupled discrete element models. Results show that a small amount of fluid pressure perturbation can trigger fault ruptures that are critically oriented and stressed. Induced seismicity by rock failure shows in general higher b-values (slope of magnitude–frequency relation) compared to seismicity triggered by the fault fracture slip. Numerical results closely resemble observations from geothermal and shale-gas fields and demonstrate that discrete element modeling has the potential to be applied in the field as a tool for predicting induced seismicity prior to in situ injection.
    Print ISSN: 0008-3674
    Electronic ISSN: 1208-6010
    Topics: Geosciences
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  • 5
    Publication Date: 2022-01-03
    Description: Abstract
    Description: This dataset contains processed (downsampled, rotated to local Äspö96 coordinate system, cut) broadband seismograms from two seismometers (Trillium Compact 120s), showing long-period transients on the horizontal components recorded during multiple hydraulic fracturing experiments in the Äspö Hard Rock Laboratory (HRL). Furthermore, the dataset contains extracted tilt time series and the injection parameters of the experiment to allow reproducing the results of Niemz et al. (2021). The seismic waveforms were recorded during meter-scale hydraulic fracturing experiments in the Äspö Hard Rock Laboratory (HRL) in Sweden (Zang et al., 2017). This dataset only contains a subset of the data recorded during the experiments, monitored by a complementary monitoring system. The two seismometers contained in this dataset (A89 and A8B) were located in galleries adjacent/close to the injection borehole (see Fig. 2 in Niemz et al., 2021). The experiments were conducted at the 410m-depth level of the Äspö HRL. Each of the six experiments (HF1 to HF6) consisted of multiple stages with an initial fracturing and three to five refracturing stages (see injection parameters contained in this dataset). The six injection intervals were located along a 28m-long injection borehole. The borehole was drilled sub-parallel to the minimum horizontal compressive stress direction. The distance of the two seismometers to the injection intervals in the injection borehole is between 17 m and 29 m for sensor A89 and 52 m to 72 m for sensor A8B. A89 and A8B correspond to BB1 and BB2 in Niemz et al., 2021. For more details regarding the experimental setup, see Zang et al., 2017; Niemz et al., 2020; and Niemz et al., 2021. The records of the two seismometers show long-period transients that correlate with the injection parameters. These transients are the response of the seismometers to a tilting of the gallery floor. The extracted tilt time series provide independent insight into the fracturing process during the hydraulic stimulations (Niemz et al., 2021).
    Keywords: Tilt ; Äspö Hardrock Laboratory ; Broadband seismometers ; Hydraulic fracturing ; energy 〉 energy type 〉 non-conventional energy 〉 geothermal energy ; In Situ/Laboratory Instruments 〉 Magnetic/Motion Sensors 〉 Seismometers 〉 SEISMOMETERS
    Type: Dataset , Dataset
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  • 6
    Publication Date: 2022-07-08
    Description: Abstract
    Description: The stress map of Iceland shows the orientation of the current maximum horizontal stress (SHmax) in the earth's crust. Assuming that the vertical stress (SV) is a principal stress, SHmax defines the orientation of the 3D stress tensor; the minimum horizontal stress Shmin is than perpendicular to SHmax. In the stress map the SHmax orientations are represented as lines of different lengths. The length of the line is a measure of the quality of data and the symbol shows the stress indicator and the color the stress regime. Data with E-Quality are shown without additional information as dots on the map. The stress data are freely available and part of the World Stress Map (WSM) project. For more information about the data and criteria of data analysis and quality mapping are plotted along the WSM website at http://www.world-stress-map.org.
    Description: Other
    Description: The World Stress Map (WSM) is a global compilation of information on the crustal present-day stress field. It is a collaborative project between academia and industry that aims to characterize the stress pattern and to understand the stress sources. It commenced in 1986 as a project of the International Lithosphere Program under the leadership of Mary-Lou Zoback. From 1995-2008 it was a project of the Heidelberg Academy of Sciences and Humanities headed first by Karl Fuchs and then by Friedemann Wenzel. Since 2009 the WSM is maintained at the GFZ German Research Centre for Geosciences and since 2012 the WSM is a member of the ICSU World Data System. All stress information is analysed and compiled in a standardized format and quality-ranked for reliability and comparability on a global scale.
    Keywords: crustal stress ; in situ stress ; tectonic stress ; crustal stress pattern ; mid ocean ridge
    Language: English
    Type: Dataset , Dataset
    Format: 11932019 Bytes
    Format: 1 Files
    Format: application/pdf
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  • 7
    Publication Date: 2023-10-30
    Description: Abstract
    Description: This data set contains measurements of an underground hydraulic fracture experiment at Äspö Hard Rock Laboratory in May and June 2015. The experiment tested various injection schemes for rock fracture stimulation and monitored the resulting seismicity. The primary purpose of the experiment is to identify injection schemes that provide rock fracturing while reducing seismicity or at least mitigate larger seismic events. In total, six tests with three different injection schemes were performed in various igneous rock types. Both the injection process and the accompanied seismicity were monitored. For injection monitoring, the water flow and pressure are provided and additional tests for rock permeability. The seismicity was monitored in both triggered and continuous mode during the tests by high-resolution acoustic emission sensors, accelerometers and broadband seismometers. Both waveform data and seismicity catalogs are provided.
    Keywords: hydraulic experiments ; broadband seismic data ; acoustic emissions ; Äspö Hard Rock Laboratory ; borehole images ; EARTH SCIENCE 〉 SOLID EARTH ; EARTH SCIENCE 〉 SOLID EARTH 〉 ROCKS/MINERALS/CRYSTALS ; In Situ Land-based Platforms 〉 GEOPHYSICAL STATIONS/NETWORKS 〉 SEISMOLOGICAL STATIONS
    Type: Dataset , Dataset
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