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dc.contributor.author
Ziegler, Martin
dc.contributor.author
Valley, Benoît
dc.date.accessioned
2021-12-09T17:21:29Z
dc.date.available
2021-09-22T02:58:50Z
dc.date.available
2021-10-20T15:54:01Z
dc.date.available
2021-12-09T17:21:29Z
dc.date.issued
2021-12
dc.identifier.issn
1434-453X
dc.identifier.issn
0723-2632
dc.identifier.other
10.1007/s00603-021-02631-8
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/506363
dc.identifier.doi
10.3929/ethz-b-000506363
dc.description.abstract
The in situ state of rock mass stresses is a key design parameter, e.g., for deep engineered geothermal systems. However, knowledge of the stress state at great depths is sparse mostly because of the lack of possible in situ tests in deep boreholes. Among different options, core-based in situ stress estimation may provide valuable stress information though core-based techniques have not yet become a standard. In this study we focus on the Diametrical Core Deformation Analysis (DCDA) technique using monzogranitic to monzonitic rock drill cores from 4.9 km depth of the Basel-1 borehole in Switzerland. With DCDA the maximum and minimum horizontal stress (S-Hmax and S-hmin) directions, and the horizontal differential stress magnitudes ( increment S) can be estimated from rock cores extracted from vertical boreholes. Our study has three goals: first, to assess photogrammetric core scanning to conduct DCDA; second, to compare DCDA results with borehole breakout and stress-induced core discing fracture (CDF) data sets; and third, to investigate the impact of rock elastic anisotropy on increment S. Our study reveals that photogrammetric scanning can be used to extract reliable core diametrical data and CDF traces. Locally aligned core pieces showed similar S-Hmax orientations, conform to borehole breakout results. However, the variability of core diametrical differences was large for the Basel-1 core pieces, which leads to a large spread of increment S. Finally, we demonstrate that core elastic anisotropy must be considered, requiring robust estimates of rock elastic moduli, to receive valuable stress information from DCDA analyses.
en_US
dc.format
application/pdf
en_US
dc.language.iso
en
en_US
dc.publisher
Springer
en_US
dc.rights.uri
http://creativecommons.org/licenses/by/4.0/
dc.subject
Elastic stress relief
en_US
dc.subject
In situ differential stress
en_US
dc.subject
Photogrammetric core scanning
en_US
dc.subject
Numerical simulation
en_US
dc.subject
Enhanced geothermal system
en_US
dc.title
Evaluation of the Diametrical Core Deformation and Discing Analyses for In-Situ Stress Estimation and Application to the 4.9 km Deep Rock Core from the Basel Geothermal Borehole, Switzerland
en_US
dc.type
Journal Article
dc.rights.license
Creative Commons Attribution 4.0 International
dc.date.published
2021-09-14
ethz.journal.title
Rock Mechanics and Rock Engineering
ethz.journal.volume
54
en_US
ethz.journal.issue
12
en_US
ethz.journal.abbreviated
Rock Mech Rock Eng
ethz.pages.start
6511
en_US
ethz.pages.end
6532
en_US
ethz.version.deposit
publishedVersion
en_US
ethz.identifier.wos
ethz.identifier.scopus
ethz.publication.place
Wien
en_US
ethz.publication.status
published
en_US
ethz.date.deposited
2021-09-22T02:59:14Z
ethz.source
WOS
ethz.eth
yes
en_US
ethz.availability
Open access
en_US
ethz.rosetta.installDate
2021-12-09T17:21:36Z
ethz.rosetta.lastUpdated
2022-03-29T16:31:51Z
ethz.rosetta.versionExported
true
ethz.COinS
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