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The effect of particles on dynamic recrystallization and fabric development of granular ice during creep

Published online by Cambridge University Press:  08 September 2017

Min Song
Affiliation:
Thayer School of Engineering, Dartmouth College, Hanover, New Hampshire 03755-8000, USA E-mail: ian.baker@dartmouth.edu
Ian Baker
Affiliation:
Thayer School of Engineering, Dartmouth College, Hanover, New Hampshire 03755-8000, USA E-mail: ian.baker@dartmouth.edu
David M. Cole
Affiliation:
US Army Cold Regions Research and Engineering Laboratory, 72 Lyme Road, Hanover, New Hampshire 03755-1290, USA
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Abstract

The mechanical behavior and microstructural evolution of laboratory-prepared, particle-free fresh-water ice and ice with 1 wt.% (~0.43 vol.%) silt-sized particles were investigated under creep with a stress level of 1.45 MPa at −10°C. The particles were present both within the grains and along the grain boundaries. The creep rates of specimens with particles were always higher than those of particle-free ice. Dynamic recrystallization occurred for both sets of specimens, with new grains nucleating along grain boundaries in the early stages of creep. The ice with particles showed a higher nucleation rate. This resulted in a smaller average grain-size for the ice with particles after a given creep strain. Fabric studies indicated that ice with particles showed a more random orientation of c axes after creep to ~10% strain than the particle-free ice.

Information

Type
Research Article
Copyright
Copyright © International Glaciological Society 2005
Figure 0

Fig. 1. (a) Photograph of a thin section of an ice specimen with 1 wt.% particles. (b) Enlarged view of the thin section under polarized light showing the distribution of particles.

Figure 1

Fig. 2. Relationship between strain rate and viscous strain of particle-free ice and ice with 1 wt.% particles (initial stress level: 1.45 MPa). Arrows indicate the viscous strains used for studying microstructural evolution and fabric development.

Figure 2

Fig. 3. Thin sections of particle-free ice under polarized light at the indicated levels of creep viscous strain.

Figure 3

Fig. 4. Enlarged microstructural views of particle-free ice at the indicated levels of creep viscous strain.

Figure 4

Fig. 5. Thin sections of ice with 1 wt.% particles at the indicated levels of creep viscous strain.

Figure 5

Fig. 6. Enlarged microstructural views of ice with 1 wt.% particles at the indicated levels of creep viscous strain.

Figure 6

Table 1. The relationship between average grain-size and strain for both particle-free ice and ice with particles

Figure 7

Fig. 7. Relationship between internal friction and frequency for particle-free ice and ice with 1 wt.% particles (note the difference in behavior at 1 Hz). Short-dashed line: particle-free ice (–10°C); solid line: ice with 1 wt.% particles distributed both along the grain boundaries and in the grain interiors (–10°C); long-dashed line: ice with 1 wt.% particles distributed only along the grain boundaries (–12°C).

Figure 8

Fig. 8. Orientations of the c axes for particle-free ice at the indicated creep strain level, T = −10°C.

Figure 9

Fig. 9. Orientations of the c axes for ice with 1 wt.% particles at the indicated creep strain level, T = −10°C.