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Texture and strength changes of buried surface-hoar layers with implications for dry snow-slab avalanche release

Published online by Cambridge University Press:  08 September 2017

J. Bruce Jamieson
Affiliation:
Department of Civil Engineering, University of Calgary, Calgary, Alberta T2N 1N4, Canada
Jürg Schweizer
Affiliation:
Swiss Federal Institute for Snow and Avalanche Research, CH-7260 Davos Dorf, Switzerland
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Abstract

Buried layers of surface hoar are the failure plane for many slab avalanches, including fatal human-triggered avalanches in various mountain regions. These layers may persist as weak layers in the snow cover for weeks or months. It is therefore essential for operational avalanche forecasters to monitor the evolution of persistent weak layers, such as buried surface hoar. Traditional grain-shape observations of isolated grains with a magnifier and crystal screen do not show bonding that is decisive for strength. In this study we used in situ microphotography and observations of texture to complement strength measurements from shear frame tests. Buried layers of surface hoar consist of crystals most of which extend from the layer below to the layer above, and may exhibit a columnar or truss-like structure. Observations and measurements show that texture and crystal size change little over periods of up to several months during which the snowpack remains dry. Under these conditions, layer thickness decreases while density and strength increase. Based on field measurements, we argue that the increase in strength is primarily due to penetration of the surface-hoar crystals into the adjacent layers, especially at the bottom of the buried surface-hoar layer, where bonding is critical. The weak bonding at the bottom implies that shear failure occurs at the lower interface rather than within the weak layer. On slopes, we find that surface-hoar crystals that were initially surface-normal are tilted downslope faster than predicted by published shear strain rates for settled snow, indicating that shear strain is concentrated in these layers. The characteristic texture of buried surface hoar (columnar or truss-like) permits collapsing at the time of fracture. The gravitational energy released by the displacement of the slab may contribute to the extensive fracture propagation associated with buried surface-hoar layers.

Information

Type
Research Article
Copyright
Copyright © International Glaciological Society 2000
Figure 0

Fig. 1. Surface-hoar crystal (Bostok Valley, Glacier National Park, British Columbia, Canada, 28 December 1995). Match for scale (5 cm).

Figure 1

Fig. 2. (a) Translucent profile taken near the crown fracture of a slab avalanche, showing the slab, failure layer of surface hoar and substratum. Height of slab, measured vertically, is 40 cm. (b) In situ close-up photograph of the buried surface-hoar layer from the slab avalanche. (c) Disaggregated crystal from the same layer and preserved in iso-octane (photograph taken in cold laboratory by G. Krüsi and C. Fierz of the Swiss Federal Institute for Snow and Avalanche Research).

Figure 2

Fig. 3. In situ photograph of surface-hoar layer buried on 15 February 1996 at the Vermont study plot, Purcell Mountains, British Columbia. Photograph taken 26 days after burial. Layer thickness is 8 mm.

Figure 3

Fig. 4. In situ photograph of surface-hoar layer buried on 11 February 1997 near the Moose Study Slope, Purcell Mountains. Photograph taken 30 days after burial. Layer thickness is 20 mm.

Figure 4

Table 1. Change in properties of surface-hoar layers

Figure 5

Fig. 5. Surface-hoar crystals on surface near Mount Fidelity, British Columbia. Photograph taken on 28 December 1995 a few hours before burial. Some results of monitoring this layer after burial are shown in Figure 6.

Figure 6

Fig. 6. Time series of shear strength and layer thickness for the surface-hoar layer buried on 28 December 1995 at the Mount Fidelity study plot, 11–95 days after burial. The size range of the disaggregated crystals on each test day is marked on the graph of layer thickness.

Figure 7

Fig. 7. Time series of shear strength and layer thickness for the surface-hoar layer buried on 3 February 1998 at the Moose Study Slope, 6–45 days after burial. The size range of the disaggregated crystals on each test day is marked on the graph of layer thickness.

Figure 8

Fig. 8. Disaggregated surface-hoar crystals at the Moose Study Slope from the layer buried on 10 December 1997 after 21, 42, 67 and 100 days. 10 mm grid.

Figure 9

Fig. 9. Disaggregated surface-hoar crystals at the Moose Study Slope from the layer buried on 3 February 1998 after 11, 22, 40 and 45 days. 10 mm grid.

Figure 10

Fig. 10. Buried surface-hoar crystals, 30 days old on a 23° slope, many of which are tilted approximately 13° past slope-normal. Layer thickness is approximately 13 mm, measured vertically.

Figure 11

Fig. 11. Surface-hoar crystals (arrow) bonded to part of superstratum gripped by shear frame (turned upside down). Crystal size is 8–10 mm. After fracture by shear frame tests, often 10–30% of surface-hoar crystals are observed to be bonded to the superstratum, whereas we have not observed that any crystals remain bonded to the substratum.

Figure 12

Fig. 12. Fracture in surface-hoar layer triggered by skier 8 m away, showing vertical and downslope displacement of slab. The slab failed but did not release an avalanche on the 13° slope. Layer thickness of unfractured surface hoar is approximately 19 mm, measured vertically.

Figure 13

Fig. 13. Conceptual model of surface-hoar texture before (a) and after (b) penetration of surface-hoar crystals into superstratum and substratum.