Frictional Properties and Seismogenic Potential of Caprock Shales

Fractures and faults are critical elements affecting the geomechanical integrity of CO 2 storage sites. In particular, the slip of fractures and faults may affect reservoir integrity and increase potential for breach, may be monitored via the resulting seismicity. This paper presents an experimental...

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Main Authors: Bahman Bohloli, Magnus Soldal, Halvard Smith, Elin Skurtveit, Jung Chan Choi, Guillaume Sauvin
Format: Article in Journal/Newspaper
Language:unknown
Subjects:
Online Access:https://www.mdpi.com/1996-1073/13/23/6275/pdf
https://www.mdpi.com/1996-1073/13/23/6275/
id ftrepec:oai:RePEc:gam:jeners:v:13:y:2020:i:23:p:6275-:d:452748
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spelling ftrepec:oai:RePEc:gam:jeners:v:13:y:2020:i:23:p:6275-:d:452748 2024-04-14T08:20:17+00:00 Frictional Properties and Seismogenic Potential of Caprock Shales Bahman Bohloli Magnus Soldal Halvard Smith Elin Skurtveit Jung Chan Choi Guillaume Sauvin https://www.mdpi.com/1996-1073/13/23/6275/pdf https://www.mdpi.com/1996-1073/13/23/6275/ unknown https://www.mdpi.com/1996-1073/13/23/6275/pdf https://www.mdpi.com/1996-1073/13/23/6275/ article ftrepec 2024-03-19T10:37:53Z Fractures and faults are critical elements affecting the geomechanical integrity of CO 2 storage sites. In particular, the slip of fractures and faults may affect reservoir integrity and increase potential for breach, may be monitored via the resulting seismicity. This paper presents an experimental study on shale samples from Draupne and Rurikfjellet formations from the North Sea and Svalbard, Norway, using a laboratory test procedure simulating the slip of fractures and faults under realistic stress conditions for North Sea CO 2 storage sites. The motivation of the study is to investigate whether the slip along the fractures within these shales may cause detectable seismic events, based on a slip stability criterion. Using a direct shear apparatus, frictional properties of the fractures were measured during shearing, as a function of the shear velocity and applied stress normal to the fracture. We calculated the friction coefficient of the fractures during the different stages of the shear tests and analysed its dependency on shear velocity. Information on velocity-dependent friction coefficient and its evolution with increasing slip were then used to assess whether slip was stable (velocity-strengthening) or unstable (velocity-weakening). Results showed that friction coefficient for both Draupne and Rurikfjellet shales increased when the shear velocity was increased from 10 to 50 µm/s, indicating a velocity-strengthening behaviour. Such a behaviour implies that slip on fractures and faults within these formations may be less prone to producing detectable seismicity during a slip event. These results will have implications for the type of techniques to be used for monitoring reservoir and caprock integrity, for instance, for CO 2 storage sites. direct shear; velocity-stepping; friction; shale; CO 2 storage; seismicity Article in Journal/Newspaper Svalbard RePEc (Research Papers in Economics) Svalbard Norway Rurikfjellet ENVELOPE(18.217,18.217,77.983,77.983)
institution Open Polar
collection RePEc (Research Papers in Economics)
op_collection_id ftrepec
language unknown
description Fractures and faults are critical elements affecting the geomechanical integrity of CO 2 storage sites. In particular, the slip of fractures and faults may affect reservoir integrity and increase potential for breach, may be monitored via the resulting seismicity. This paper presents an experimental study on shale samples from Draupne and Rurikfjellet formations from the North Sea and Svalbard, Norway, using a laboratory test procedure simulating the slip of fractures and faults under realistic stress conditions for North Sea CO 2 storage sites. The motivation of the study is to investigate whether the slip along the fractures within these shales may cause detectable seismic events, based on a slip stability criterion. Using a direct shear apparatus, frictional properties of the fractures were measured during shearing, as a function of the shear velocity and applied stress normal to the fracture. We calculated the friction coefficient of the fractures during the different stages of the shear tests and analysed its dependency on shear velocity. Information on velocity-dependent friction coefficient and its evolution with increasing slip were then used to assess whether slip was stable (velocity-strengthening) or unstable (velocity-weakening). Results showed that friction coefficient for both Draupne and Rurikfjellet shales increased when the shear velocity was increased from 10 to 50 µm/s, indicating a velocity-strengthening behaviour. Such a behaviour implies that slip on fractures and faults within these formations may be less prone to producing detectable seismicity during a slip event. These results will have implications for the type of techniques to be used for monitoring reservoir and caprock integrity, for instance, for CO 2 storage sites. direct shear; velocity-stepping; friction; shale; CO 2 storage; seismicity
format Article in Journal/Newspaper
author Bahman Bohloli
Magnus Soldal
Halvard Smith
Elin Skurtveit
Jung Chan Choi
Guillaume Sauvin
spellingShingle Bahman Bohloli
Magnus Soldal
Halvard Smith
Elin Skurtveit
Jung Chan Choi
Guillaume Sauvin
Frictional Properties and Seismogenic Potential of Caprock Shales
author_facet Bahman Bohloli
Magnus Soldal
Halvard Smith
Elin Skurtveit
Jung Chan Choi
Guillaume Sauvin
author_sort Bahman Bohloli
title Frictional Properties and Seismogenic Potential of Caprock Shales
title_short Frictional Properties and Seismogenic Potential of Caprock Shales
title_full Frictional Properties and Seismogenic Potential of Caprock Shales
title_fullStr Frictional Properties and Seismogenic Potential of Caprock Shales
title_full_unstemmed Frictional Properties and Seismogenic Potential of Caprock Shales
title_sort frictional properties and seismogenic potential of caprock shales
url https://www.mdpi.com/1996-1073/13/23/6275/pdf
https://www.mdpi.com/1996-1073/13/23/6275/
long_lat ENVELOPE(18.217,18.217,77.983,77.983)
geographic Svalbard
Norway
Rurikfjellet
geographic_facet Svalbard
Norway
Rurikfjellet
genre Svalbard
genre_facet Svalbard
op_relation https://www.mdpi.com/1996-1073/13/23/6275/pdf
https://www.mdpi.com/1996-1073/13/23/6275/
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