2017
DOI: 10.1002/2017gl074555
|View full text |Cite
|
Sign up to set email alerts
|

Elastic Anisotropy Reversal During Brittle Creep in Shale

Abstract: We conducted two brittle creep experiments on shale samples under upper crustal conditions (confining pressure of 80 MPa at 26°C and 75°C). We deformed the samples to failure, with bedding oriented perpendicular to the maximum compressive stress direction, using the stress-stepping methodology. In both experiments, the failure stress was~64% higher than the short-term peak strength. Throughout each differential stress step, ultrasonic wave velocities initially decreased and then gradually increased with deform… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

2
19
0

Year Published

2018
2018
2024
2024

Publication Types

Select...
10

Relationship

4
6

Authors

Journals

citations
Cited by 46 publications
(21 citation statements)
references
References 52 publications
2
19
0
Order By: Relevance
“…At 75 °C, anisotropy reversal was reached at a strain of ~0.006 only. Geng et al () already extensively discussed anisotropy reversal and its implications, so in this paper, we discuss it only briefly.…”
Section: Resultsmentioning
confidence: 99%
“…At 75 °C, anisotropy reversal was reached at a strain of ~0.006 only. Geng et al () already extensively discussed anisotropy reversal and its implications, so in this paper, we discuss it only briefly.…”
Section: Resultsmentioning
confidence: 99%
“…Unlike stiff, well-indurated rocks, shales show measurable creep strains, even at low fractions of the FS (Parsons & Hedley, 1966). Among the parameters influencing creep response in shales are confining pressure (Rybacki et al, 2017), differential stress (Ghassemi & Suarez-Rivera, 2012;Li & Ghassemi, 2012;Sone & Zoback, 2013b), temperature (Geng et al, 2017(Geng et al, , 2018, rock anisotropy (Sone & Zoback, 2013b), and shale composition (Sone & Zoback, 2013b). Transient creep under triaxial loading may involve compaction (Villamor Lora & Ghazanfari, 2015), but, in some cases, high differential stresses can also activate dilational processes (Heap et al, 2015), which may lead to tertiary creep (Geng et al, 2017;Ghassemi & Suarez-Rivera, 2012;Nicolas et al, 2017;Rybacki et al, 2017).…”
Section: Introductionmentioning
confidence: 99%
“…Rocks are well known to have cracks and defects at all scales [42][43][44][45][46][47][48]. In some case rocks are even elastic-anisotropic [49,50]. Another problem regarding performing the actual field-scale experiment is that the pore pressure was not considered in this study.…”
Section: Discussionmentioning
confidence: 99%