Abstract
Carbonate rocks form under a range of conditions which leads to a diverse rock group. Even though carbonates
are overall mineralogically simple, the solid-space distribution ranges from simple compositions such as oolitic
limestones to highly complex networks of pores and solids as seen in coquinas. Their fundamental mechanical
behaviour has been identified to be like clastic rocks (Vajdova 2004, Brantut, Heap et al. 2014). However it
is very likely that this observation is not true for more complex carbonates. Triaxial tests were performed on
cylindrical samples of two different carbonates; a) oolitic limestone (Bicqueley quarry, France) and b) laminite
(Ariripe basin, Brazil). The samples were deformed under confining pressures of 8, 12 and 20MPa, and 20, 30 and
40MPa, respectively. All tests were stopped as soon as peak load was observed to preserve as many deformation
characteristics as possible. Photographs of the samples were taken before and after deformation to allow surface
analysis of deformation features. Additionally, samples were analysed post-deformation with X-ray tomography
(XRT) (using the Zeiss XRadia XRM 520 at the 4D Imaging Lab at Lund University). The 3D tomography images
represent the post-deformation samples’ density distribution, allowing detailed, non-destructive, 3D analysis of
the deformation features that developed in the triaxial testing, including the complex geometries and interactions
of fractures, deformation bands and sedimentary layering. They also provide an insight into the complexity of
deformation features produced due to the carbonate response.
Initial results show that the oolitic limestone forms single shear bands almost the length of the sample, exhibiting
similar characteristics to sandstones deformed under similar conditions. These features are observed for all three
applied loads. The laminate sample deformed at the lowest confining pressure exhibits compactive features.
However, the laminite samples deformed at the two higher confining pressures both show highly complex fracture
networks comprising open fractures and fracture propagation. This suggests that the laminate changes from
compactive to dilational responses over the selected confining conditions. The XRT analysis indicates that a more
complex fracture distribution could be linked to rock component properties e.g. grain size and composition. For
the laminite these are variable with the layers. This is in agreement with field observations of laminite microfabrics
(Calvo, Rodriguez-Pascua et al. 1998). Additionally, the typical grain size of the laminate (µm) is much smaller
than the oolitic limestone (mm), which suggests that fracture network complexity can also be linked to bulk
system complexity i.e. pore & grain network.
These deformation experiments show that, as previously observed, oolitic limestones seem to behave similarly to
sandstones. However this observation is not true for laminites and it is very likely that more complex carbonates
will develop even more complicated deformation behaviour. It is therefore necessary to systematically test
different carbonate rocks to understand the impact of geometry and composition, as well as the interplay with the
pore network.
Original language | English |
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Publication status | Published - 22 Apr 2016 |
Externally published | Yes |
Event | European Geosciences Union General Assembly 2016 - Vienna, Austria Duration: 17 Apr 2016 → 22 Apr 2016 https://www.egu2016.eu/ |
Conference
Conference | European Geosciences Union General Assembly 2016 |
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Abbreviated title | EGU General Assembly 2016 |
Country/Territory | Austria |
City | Vienna |
Period | 17/04/16 → 22/04/16 |
Internet address |
Keywords
- carbonates
- geomechanics
- laminites
- Limestone