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Creep and Failure of Alpine Snow: Measurements and Observations
H. Conway1, S. Breyfogle2, J.B. Johnson3 and C. Wilbour2

1 University of Washington, Geophysics, Box 351650, Seattle, WA 98195

2 Washington State Department of Transportation, Box 1008, Snoqualmie Pass, WA 98068

3 US Army Cold Regions Research and Engineering Laboratory, Ft Wainwright, AK 99703
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Key Words-rain-on-snow, creep, avalanches

ABSTRACT

We investigated the creep behavior of alpine snow in an
effort to help understand and predict the timing of ava-
lanche release. Measurements of motion of glide shoes
buried within a natural snowpackshow strains within low
density snow are typically large (often exceeding 70%).
The rate of deformation increases with temperature and
is especially rapid in the presence of liquid water. Creep
rates decrease rapidly as the snow densifies. The slope-
parallel shearing component of motion is much smaller
than expectedfrom the usual constitutive assumptions for
snow. Even when snow is first wetted and on slopes up to
36º, the resultant direction of motion is typically close to
vertical. We explain this apparently anomalous behavior
by considering the effects of metamorphic processes and
"capillary strain" (when liquid water is present) which
cause deformation independently of gravity. It is well
known that avalanche activity usually increases at the
onset of rain, long before liquid water has penetrated to
depth. Wediscuss how capillary induced shrinkage at the
surface might alter the distribution of stress through the
slab sufficiently to cause existing zones of deficit (or "su-
per weak spots") to extend in length. A rain induced sur-
face alteration occurs rapidly over a wide region and has
the potential to perturb all existing zones of deficit simul-
taneously, thereby increasing the possibility of slope fail-
ure. The analysis predicts slope failure is more likely if
the overlying slab is thin and the stability is already close
to critical. Field observations of behavior at the onset of
rain support this prediction.

BACKGROUND

Insitu measurements of creep on slopes have been used
by others to establish constitutive laws for snow. Consti-
tutive laws are needed to describe stress-strain relation-
ships and to formulate models for predicting snow slope
stability. Past measurementshave been madeby monitor-
ing the motion of light-weight tracers such as ping pong
balls (Perla, 1971) or changes in tilt of poles placed in
snow (McClung, 1974). Most measurements have been
madein well settled snow, and here we presenthigh reso-
lution measurements of deformation within low density
snow. We are particularly interested in the effects of wet-
ting - some measurementsweremade duringrain-on-snow.
Models of dry snow slope failure suggestthat two condi-
tions must be satisfied before avalancheswill release: the
downslope component of the weight of the slab must be
close to the average shear strength of a buried weak layer;
the rate of deformation within the buried weak layer must
be sufficiently high to causefailure (McClung, 1979, 1981;
Bader and Salm, 1990). McClung (1981) analyzed two ex-
treme types of avalanche release mechanisms: (I) - where
increasing stresses caused by loading exceed the peak
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shear strengthof a basal weak layer over some critical area;
(II) - where conditionssomehow become favorable to cause
an existing flaw in the basal layer to propagatewithout ad-
ditional loading. McClung pointed out that in reality, the
likely mechanism of release for most dry snow avalanches
probably lies betweenthese two extreme scenarios.
Observations indicate that most natural dry snow slab
avalanches release during storms as a result of rapid load-
ing from snowfall (McClung and Schaerer, 1993). These
avalanches are thought to be examples of type I behavior.
Observations also indicate that avalanche activity usually
increases within a few minutes of the onset of rain-on-
snow. These avalanches typically release as slabs several
hours before liquid water has penetrated to the sliding
layer; theshear failure atthe basal layer is within dry snow
(Conway and Raymond, 1993; Heywood, 1988; Conway
et al., 1988). The release mechanism is clearly different
from the more commonly reported scenario for wet slab
release where it is thought that infiltrating water has the
effect of increasing the stress and weakening a sub-sur-
face layer (eg. McClung and Schaerer, 1993). Further, the
increase in gravitational loading from the additional
weight of rain is usually small at the time of release; the
type I contribution is small.
The mechanism of release of these immediate type ava-
lanches has been a puzzle; it is not clear how the snow at
the shear plane at depth knows that it is raining at the
surface. From an operational perspective it is important
to understand that these avalanches release much sooner
than would be expected if loading and/or lubrication
caused the failure. In principle it should be possible to
predict the time of avalanching to within a few minutes
by predicting the timing of transition from snow to rain.
In practice, forecasting meteorological conditions in the
start zones of avalanches is not always straightforward.
In this paper we present and discuss observations of
snow stability and measurements of snow creep. Wedis-
cuss the observed macro-scale behavior in context of grain-
scale processes.

EXPERIMENTAL METHODS

Observations of weather, avalanche activity, snow
stratigraphy and deformation were made in the Cascade
mountains near Snoqualmie Pass, Washington. The ter-
rain near Snoqualmie Pass lies between 900 m and 1700
m and mid-winter rain is common at these elevations. A
typical snowpack in the region contains a relatively ho-
mogeneous base 2 to 3 m deep that has settled and grain-
coarsened during one or more episodes of rain. Storms
typically deposit up to 1 m or more new snow and subse-
quent rain often causes some or most of the new snow to
avalanche.
Figure 1 shows the experimental setup used to meas-
ure snow deformation profile on slopes. Measurements
were made near the middle of a 200 m long slope inclined
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