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Influence of pre-existing microstructure on mechanical properties of marine ice during compression experiments

Published online by Cambridge University Press:  10 July 2017

Marie Dierckx
Affiliation:
Laboratoire de Glaciologie, Université Libre de Bruxelles, Brussels, Belgium E-mail: mdierckx@ulb.ac.be
Mark Peternell
Affiliation:
Institute of Geosciences, University of Mainz, Mainz, Germany
Christian Schroeder
Affiliation:
École Polytechnique de Bruxelles, Université Libre de Bruxelles, Brussels,Belgium
Jean-Louis Tison
Affiliation:
Laboratoire de Glaciologie, Université Libre de Bruxelles, Brussels, Belgium E-mail: mdierckx@ulb.ac.be
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Abstract

Marine ice is an important component of ice shelves in Antarctica. It accretes in substantial amounts at weak points and below ice shelves. It is likely to exhibit peculiar rheological properties, which are crucial to understanding its potential role in stabilizing ice-shelf flow. Due to its location and consolidation processes, marine ice can present a variety of textures which are likely to influence its rheological properties. We present a new dataset of unconfined uniaxial compression experiments on folded marine ice samples that have been cut at various angles to the folds. Texture and fabric analyses are described ‘before’ and ‘after’ the deformation experiment. It is shown that, in the given stress configuration, the geometry of the anisotropy controls the rheological behaviour of the marine ice. During secondary creep, folded marine ice is harder to deform than weakly textured ice when compressed parallel or perpendicular to the folds' hinges, while the reverse is true for ice compressed at 45°. The observed range of values for the n exponent in Glen's flow law is between 2.1 and 4.1. Surprisingly, we see that tertiary creep tends to develop at a higher total strain than for randomly oriented impurity-free meteoric ice.

Information

Type
Research Article
Copyright
Copyright © International Glaciological Society 2014
Figure 0

Fig. 1. (a) Typical thin section of folded marine ice (NIS). The white bar scale represents 1 cm. (b) Schematic showing the folding direction of the marine ice samples in the original ice core, as well as the different compression axes used in the experiment.

Figure 1

Table 1 Initial properties and compression settings for the weakly textured (WT) and folded (F) marine ice samples used in this study

Figure 2

Fig. 2. Marine ice microstructural properties ‘before’ (a–e) and ‘after’ (f–j) compression experiments at 6ºC for (1) weakly textured samples deformed at 0º (74e), (2) folded (F) samples deformed at 0º (110b), (3) F samples deformed at 90º (121c) and (4) F samples deformed at 45º to the vertical core axis (111b). (a, f) Vertical thin sections shown with artificial colour from the G50-FA software. 1 cm scale is shown as a white strip in upper left corner. The other graphs are calculated by FAME (Peternell and others, 2014). (b, g) Schmidt equal-area projection of c –axes from all crystals in the vertical plane; blue and red dots are for the big and small grains respectively. (c, h) Histogram of grain frequency in each grain-size class (bin size of 0.08 mm). (d, i) Rose diagram of grain-shape preferred orientation for the group of larger grains. (e, j) Rose diagram of grain-shape preferred orientation for the group of smaller grains.

Figure 3

Table 2 Second-rank orientation tensor eigenvalues of Figure 2b and g. The complete list for all folded samples is given in Table 3 (Appendix)

Figure 4

Table 3 Second-rank orientation tensors (eigenvalues) for all folded samples

Figure 5

Table 4 Density estimated for the deformed samples at NIS

Figure 6

Fig. 3. Grain-size distribution and area coverage ‘before’ and ‘after’ the compression for the different cases: weakly textured (74), folded 0º (110), folded 90º (121) and folded 45º (111).

Figure 7

Fig. 4. Octahedral shear strain rate as a function of octahedral shear stress for the marine ice compression experiments. (a) Summary of the Dierckx and Tison (2013) experiments (dots) with Cuffey and Paterson’s (2010) relationship shown as the straight line. (b–d) Results from compression experiments on folded samples (this study) with compression axes at 0º, 45º and 90º to the ice-core vertical axis, respectively, as sketched in the bottom panel. Triangles: data points; grey line: Cuffey and Paterson’s (2010) relationship as in (a); solid black line: linear regression for all steps occurring during secondary creep. The confidence interval for n for all regressions is ±0.2.

Figure 8

Fig. 5. Sketch of potential locations for field equivalents of applied experimental stress configurations.

Figure 9

Fig. 6. Strain curve as a function of time for sample NIS1 110b. Red lines represent the linear regressions, which determine whether the step is considered as secondary creep. For each secondary creep step, the related octahedral shear stress is given.