2018
DOI: 10.1029/2017jb014715
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Insights Into Complex Subdecimeter Fracturing Processes Occurring During a Water Injection Experiment at Depth in Äspö Hard Rock Laboratory, Sweden

Abstract: We investigate the source characteristics of picoseismicity (Mw < −2) recorded during a hydraulic fracturing in situ experiment performed in the underground Äspö Hard Rock Laboratory, Sweden. The experiment consisted of six stimulations driven by three different water injection schemes and was performed inside a 28‐m‐long, horizontal borehole located at 410‐m depth. The fracturing processes were monitored with a variety of seismic networks including broadband seismometers, geophones, high‐frequency acceleromet… Show more

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Cited by 48 publications
(86 citation statements)
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References 87 publications
(209 reference statements)
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“…Comparison of normalized radiated seismic energy with other laboratory and field studies. Aspo data collected from study by Kwiatek et al (); field and other lab data collected from study by Goodfellow et al (). HF = hydraulic fracturing; FPB = four‐point bending; UNI = uniaxial compression.…”
Section: Discussionmentioning
confidence: 99%
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“…Comparison of normalized radiated seismic energy with other laboratory and field studies. Aspo data collected from study by Kwiatek et al (); field and other lab data collected from study by Goodfellow et al (). HF = hydraulic fracturing; FPB = four‐point bending; UNI = uniaxial compression.…”
Section: Discussionmentioning
confidence: 99%
“…In contrast, the proportion of volume reduction (−ISO) focal mechanisms in shale is higher than granite, suggesting that closure of pore space or bedding planes are significant factors in shale behavior even in tensile stress regimes as generated by HF or beam bending. Kwiatek et al (2018); field and other lab data collected from study by Goodfellow et al (2015). HF = hydraulic fracturing; FPB = four-point bending; UNI = uniaxial compression.…”
Section: Difference Between Barre Granite and Opalinus Clayshalementioning
confidence: 99%
“…In Figure 8, hydraulic test parameters like FBP, RFP, flow rate and injected volume are compared with the total number of acoustic emission events localized (color bars) for different rock types and injection schemes. In Figure 9, the localized acoustic emission events are plotted in space together with tunnel geometry and fracturing borehole, F1 and three monitoring boreholes (Kwiatek et al 2017b). In the deeper section of the horizontal borehole, F1 three hydraulic tests are carried out in Ävrö granodiorite, two conventional continuous injection tests and one progressive cyclic injection test.…”
Section: Seismic Footprint Of Hydraulic Fracturesmentioning
confidence: 99%
“…The first test, HF1 starts in the deeper part of the 28 m long, horizontal borehole (25 m), and the last test HF6, is operated about 5 m from the onset of F1 at the tunnel wall. Figure 9 shows the relocated AE hypocenters from the in-situ triggered recordings (Kwiatek et al 2017b). Color coding of fractures is the same as in Figure 8.…”
Section: Seismic Footprint Of Hydraulic Fracturesmentioning
confidence: 99%
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