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Horizontal shear rate of ice initially exhibiting vertical compression fabrics

Published online by Cambridge University Press:  20 January 2017

Li Jun
Affiliation:
Antarctic CRC and Australian Antarctic Division. BOA 252-80. Hobart, Tasmania 7001. Australia
T. H. Jacka
Affiliation:
Antarctic CRC and Australian Antarctic Division. BOA 252-80. Hobart, Tasmania 7001. Australia
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Abstract

Type
Correspondence
Copyright
Copyright © International Glaciological Society 1998

The Editor,

Journal of Glaciology

Sir,

Typically, the pattern of crystal-orientation fabric found in the ice cores retrieved from polar ice sheets varies from random in the surface layers to the development with depth of systematic patterns resulting from increasing stress and strain. In accumulation areas vertical compression tends to be the dominant form of deformation near the surface. Below the surface layers, vertical compression can yield a small-circle girdle pattern, a two-maxima pattern, some intermediate pattern depending on the relative magnitude of the longitudinal and transverse strains (Reference Budd and JackaBudd and Jacka, 1989), or a girdle-like rotation fabric at stresses and temperatures lower than those required for formation of a true girdle (Reference AlleyAlley, 1992). By about one-third of the depth or more (depending on the site), horizontal shear begins to dominate, ultimately resulting in the development of a fabric pattern characterized by a high concentration of vertical c axes.

For accurate modelling of ice-sheet flow, account needs to be taken of these anisotropic crystal-fabric patterns since they have a significant effect on the flow rate. For example, we know that uniaxial compression of ice parallel to the symmetry axis of a small-circle girdle fabric will result in a flow rate up to three times greater than the flow rate of iso-tropic ice. Simple shear deformation of ice exhibiting a single maximum orientation fabric (with c axes perpendicular to the shear direction, i.e. basal (glide) planes parallel to the shear direction) will result in flow rates up to ten times greater than for isotropic ice (Budd and Jacka. 1989; Reference Li Jun and BuddLijun and others, 1996).

These combinations of deformation configuration and crystal orientation, which result in flow rates greater than the isotropic flow rate, are termed “easy glide”. Other combinations (e.g.compression parallel to the central axis of a single maximum fabric) can result in “hard glide” relative to the isotopic ice-flow rates.

Of interest here is the combination involving horizontal shear of ice initially exhibiting crystal fabrics that have resulted from vertical compression. It is important that this combination be understood, because it is the situation in ice sheets in the region where shear begins to dominate over compression. Because the median c-axis angle to the vertical for the compression fabrics is typically <40°, this combination is expected to result in easy glide. A brief discussion at the European lce Sheet Modelling Initiative (EISMINT) Workshop on Ice Rheology at Grindelwald, Switzerland, in 1997 agreed that a laboratory check of this was warranted. Until now, to our knowledge, no experimental confirmation of this has been provided and no flow rates for this configuration have been measured in the laboratory. We have now carried out a series of ice-deformation tests al 2°C aimed at measuring these flow rates.

Our creep deformation apparatus (Reference Li Jun and BuddLijun and others, 1996) allows us to apply compression or tension, simple shear and simultaneous combinations of compression (or tension) and shear. Importantly for this study, it also allows us to test in one stress configuration, and to follow this with a test on the same ice sample in another configuration. We can test samples of different shapes and sizes. Since sample shape is distorted by deformation to high strains (e.g. an initially cylindrical sample in compression will “barrel”), it is important also that we can remove a tested sample from the apparatus, turn it back to its original shape, then reload and retest. For a cylindrical sample in compression, the sample can also be cut in half for thin-section sampling perpendicular to the compression axis. After thin-section sampling the sample can be cemented together again by placing a drop of water between the two halves, then retested. For a rectangular oblong sample tested in simple shear, thin-section sampling through the centre of the sample is usually carried out parallel to the shear direction. Even if the two halves could be cemented back together, the accuracy of shear-deformation results parallel to the cut could not be assured.

We began work for this study by carrying oui four tests in uniaxial compression, on laboratory-prepared small-grained isotropic ice samples (Reference Jacka and LileJacka and Lile, 1984). A summary of all tests carried out is provided in Table 1. Two identical tests were carried out in unconfined vertical compression under an octahedral (root mean square of principal deviator tensors) stress of 0.2 M Pa, on cylindrical samples (30 mm long in the vertical; 25.4 mm diameter) to 15% octahedral strain. One of these samples was then removed from the apparatus for thin-section analysis, while the other was left in the apparatus for testing in simple shear. The crystal-orientation fabric resulting from the compression was a small-circle girdle with symmetry axis parallel to the compression direction and a median c-axis angle to the vertical of 38°. Another two identical compression tests were performed on rectangular oblong samples (140 mm x 15 mm X 25 mm) at 0.3 MPa octahedral, to 15% octahedral strain. Again, at the conclusion of these tests, one sample was removed for thin-section analysis, while the other was left in the apparatus for testing in simple shear. Vertical compression perpendicular to the long dimension of a rectangular oblong sample generates deformation outwards, i.e. in the two horizontal directions. For a sample significantly longer than it is wide, the horizontal deformation is primarily in the short dimension; deformation in the long dimension is relatively small. That is, the deformation is largely confined to two dimensions (Reference Li Jun and BuddLijun and others, 1996). The resulting crystal fabric indicated a two-maxima pattern with a median c-axis angle to the vertical of 41°. We assume that the crystal-fabric patterns from the measured samples arc the same as those of their identical tests described above.

Table I. Summary of Tests described

The two samples remaining in the deformation apparatus were next tested in simple shear in the horizontal plane at the same temperature (-2°C) and at the same octahedral stresses (0.2 MPa for the small-circle fabric sample; 0.3 MPa for the two-maxima sample: tests B in figs 1 and 2, respectively). For each of these stresses for comparison purposes, we also shear-tested a new laboratory-prepared isotropic sample of the same shape and size (tests A in figs 1 and 2). For the rectangular oblong samples, yet another test was in the steady-stale fabric for this stress configuration. If the initial fabric had been developed a little further (i.e. a few more per cent strain in the initial test), wc suggest that there would have been no minimum strain rate: the creep curve would have approached directly to the steady-state strain-rate value. The crystal-fabric pattern at the conclusion of this test w;is similar to but slightly Stronger (the median f-axis angle to the vertical changes from 20 to 17) than the initial pattern.

Fig. 1. Creep cames jar deformation lests on cylindrical samples in simple shear at -ï C and 0.2 MPa. Samples were initially isotropic (test A), and exhibiting a small-circle crystal-fabric pattern (test B). Ahoshovtm are the Schmidt equal-area c-a\is fabric diagrams at the start (left) and conclusion (right) of the tests. For the fabric diagrams, the shear direction is to Ike right.

Fig. 2. Creep cwrvtb for déformation tests on rectangular oblong samples in simple shear ai —2' C and 0.3 MPa. Samples were initially isotropic (test A), exhibiting a two-maxima crystal-fabric pattern (test R). and exhibiting a single-pole crystal-fabric pattern (tes! C). Also shown are the. Schmidt equal -area c-axis fabric diagrams at the start (left) and conclusion (right) of the tests. For the fabric diagrams, the shear direction is to the right, and for the initial sample of test R. the sample length was aligned left to right during the compression test

lists B (horizontal shear on the ice with vertical compression fabrics) show strain rates decreasing to a minimum value, then increasing with strain, again to a steady-state value similar to that in the other tests. The minimum strain rate is (for bol h eases) a factor of~2.5 greater than the iso-tropic minimum strain rale; i.e shear of icc exhibiting a small-circle girdle or a two-maxima fabric pattern, in the direction perpendicular to the symmetry axis of the fabric, generates easy glide with a strain rate a factor of ~2.5 greater than the minimum isotropic strain rate. With increasing strain, the strain rate increases to a tertiary rate similar to those for the other shear tests. The crystal fabric at the conclusion of this test, again, is similar to the fabric at the conclusion of the other two tests.

Conclusion

Vertical compression fabrics after large strain tend to have a degree of concentration of c axes towards the vertical characterized by (1) in imconfined compression, at higher stresses and temperatures leading to recrystallizalion, a small-circle girdle pattern with median angle to the vertical of ~25” to 40 ; (2) in compression confined in the line of flow, again at higher temperatures and stresses leading to recrys-talli/ation, a two-maxima pattern with similar median angle; or (3) a girdle-like rotation fabric generated at lower stresses and temperatures than required for formation of a true girdle.

The horizontal shear rates of samples with vertical compression fabrics exhibit flow enhancements of~2.5 relative to the minimum strain rates for isotropic ice. With increasing shear strain the enhancement increases to ~10 with the development ofa strong single maximum fabric. These fabric and strain-rate developments are similar to those occurring in ice sheets from vertical compression near the surface to high shear with increasing depth

References

Alley, R.B. 1992. Flow-law hypotheses for ice-sheet modeling. J. Glaciol., 38(129), 245256.Google Scholar
Budd, W. F. and Jacka, T. H.. 1989. A review of ice rheology for ice sheet modelling. Cold Reg. Sci. Technal, 16(2), 107144.Google Scholar
Gao, X. Q. 1992. Laboratory studies of the development of anisolropic crystal structure and the flow properties of ice. (Ph.D. thesis, University ni Melbourne.)Google Scholar
Jacka, T. H. and Lile, . 1984. Sample preparation techniques and compression apparatus for ice flow studies. Cold Reg. Sci. Technal., 8(3), 235240.Google Scholar
Jacka, T. H. and Maccagnan, M.. 1984. Ice crystallographic and strain rate changes with strain in compression and extension. Cold Reg. Sci. Techmt., 8 269-286.Google Scholar
Li Jun, T. H. Jacka and Budd, W. F.. 1996. Deformation rates in combined compression and shear Tor ice which is initially isotropic and after the development of strong anisotropy. Ann. Glaciol., 23. 247-252.Google Scholar
Figure 0

Table I. Summary of Tests described

Figure 1

Fig. 1. Creep cames jar deformation lests on cylindrical samples in simple shear at -ï C and 0.2 MPa. Samples were initially isotropic (test A), and exhibiting a small-circle crystal-fabric pattern (test B). Ahoshovtm are the Schmidt equal-area c-a\is fabric diagrams at the start (left) and conclusion (right) of the tests. For the fabric diagrams, the shear direction is to Ike right.

Figure 2

Fig. 2. Creep cwrvtb for déformation tests on rectangular oblong samples in simple shear ai —2' C and 0.3 MPa. Samples were initially isotropic (test A), exhibiting a two-maxima crystal-fabric pattern (test R). and exhibiting a single-pole crystal-fabric pattern (tes! C). Also shown are the. Schmidt equal -area c-axis fabric diagrams at the start (left) and conclusion (right) of the tests. For the fabric diagrams, the shear direction is to the right, and for the initial sample of test R. the sample length was aligned left to right during the compression test