EAGE 2020 Annual Conference &Amp; Exhibition Online 2020
DOI: 10.3997/2214-4609.202011984
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Acoustic Emission Testing of Shales for Evaluation of Microseismic Monitoring of North Sea CO2 Storage Sites

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Cited by 3 publications
(13 citation statements)
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“…At high stresses, ultrasonic velocities measured in the Draupne shale were less sensitive to stress changes due to its relatively stiffer framework owing to the lower organic content. Similar anisotropy in terms of compressional wave velocity for Draupne was observed from one undrained triaxial compression test on Draupne material conducted by Grande et al [26]. After creating a shear fracture on a vertical sample in the triaxial apparatus, they remobilized the fracture at progressively lower confining pressures while monitoring potential acoustic emission.…”
Section: Introductionsupporting
confidence: 71%
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“…At high stresses, ultrasonic velocities measured in the Draupne shale were less sensitive to stress changes due to its relatively stiffer framework owing to the lower organic content. Similar anisotropy in terms of compressional wave velocity for Draupne was observed from one undrained triaxial compression test on Draupne material conducted by Grande et al [26]. After creating a shear fracture on a vertical sample in the triaxial apparatus, they remobilized the fracture at progressively lower confining pressures while monitoring potential acoustic emission.…”
Section: Introductionsupporting
confidence: 71%
“…The Draupne shale is a major caprock of the North Sea and important in the assessment of potential CO 2 storage sites in the area [24]. Several recent publications have touched upon specific mechanical aspects of Draupne derived from testing on the same core material as in the current study (e.g., [25][26][27][28][29]). The first mention of the core was by Skurtveit et al [28] in 2015.…”
Section: Introductionmentioning
confidence: 99%
“…East (Grande et al, 2020) and as such, the geomechanical behaviour may be distinctly different (i.e. over-consolidated vs. normally consolidated).…”
Section: Fig 2 (A)mentioning
confidence: 99%
“…The geomechanical properties are compiled from extensive laboratory test data, both pre-existing (Grande and Cuisiat, 2008) and newly acquired in IGCCS (Mondol et al, 2018;CLIMIT, 2020;Grande et al, 2020, CLIMIT, 2020Griffiths et al, 2021); the laboratory data is upscaled through correlations with logs for the relevant North Sea lithologies (Horsrud, 2001). The compiled laboratory data includes those produced in IGCCS in order to obtain not only extended geomechanical properties of the North-Sea-specific materials at relevant stress levels and stress paths, but also AE responses and insights.…”
Section: Fig 2 (A)mentioning
confidence: 99%
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