|
To summarize, we envisage the following sequence of
events:

* before rain starts the downslope stresses from the
weight of the slab areclose to the averageshear strength
of a buried weak layer. At some locations, stresses from
the overburdenexceedthe basal shear strength (a"defi-
cit zone" or "super weak spot"); the slab is in tension
at the top end of such a deficit zone.

* rain induced shrinkage occurring almost instantane-
ously at the surface alters the distribution of stresses
through the snowpack. This effectively increases the
energy available to extend the length of existing zones
of deficit. In addition, wetting occurs over the entire
slope and perturbs all existing zones of deficit simul-
taneously.

* slope failure at the onset of rain is more likely in cases
where the slab is less than ~ 1 m thick, and when the
transition from snow to rain is rapid. Rapid strain rates
needed to cause strain-softening and propagation of a
zone of deficit are more likely when the transition is
rapid. Whenwarm-ups are slow, grains are more likely
to sinter bond and the associated densification causes
the snow strength to increase rapidly.

CONCLUSIONS

Avalanche activity often increases at the onset of rain and
decreases with continuedrain. Theavalanchesthat release
immediately usually release as slabs well before liquid
water has penetrated and lubricated the basal layer. To be
effective with control work we have found it preferable to
control slopes at the onset of rain when the slope stability
is most sensitive. If we wait, many paths will have re-
leased naturally. Furthermore, control becomes less effec-
tive after rain has penetrated the snowpack, although we
have had success by using 10 to 20 kg charges elevated a
few meters above slopes.
Creep behavior of alpine snow is strongly influenced
by metamorphic processes and capillary forces (when liq-
uid water is present). Both processes cause the snow to
shrink independently of gravity, and the rate of shrinkage
increases with temperature and is particularly rapid in
the presence of liquid water. The rate of deformation de-
creases rapidly as the snow densifies. It is likely that the
rapid shrinkage of the surface snow during first wetting
contributes to the instability. The capillary induced strain
reduces the depth of slab that can support longitudinal
stresses and effectively increases the energy available to
drive an existing shear band to instability. A rain induced
surface alteration occurs rapidly over a wide region and
perturbs all existing zones of deficit simultaneously, thus
increasing the possibility of slope failure.

ACKNOWLEDGEMENTS

This research was funded by the U.S. Army Research Of-
fice (GrantNo. DAAH04-95-1-0172). Wealso wish to thank
Bob Benedict, Rob Gibson, Lee Reddon, Tim Schaub and
Joe Wilson for assistance in the field.

80
|

REFERENCES

Arons, E.M. and S.C. Colbeck, 1995. Geometry of heat and mass
transfer in dry snow: a review of theory and experiment. Re-
views Geophys., 33 (4), 463-493.

Bader, H-P. and B. Salm, 1990. On the mechanics of snow slab
release. Cold Reg. Sci. Tech. 17, 287-300.

Colbeck, S.C. 1974. The capillary effects on water percolation
in homogeneous snow. J. Glaciol., 13 (67), 85-97 .

Colbeck, S.C. 1980. Thermodynamics of snow metamorphism
due to variations in curvature. J. Glaciol., 26 (94), 291-301.

Colbeck, S.C. 1982. An overview of seasonal snow metamor-
phism. Reviews Geophys. and Space Phys., 20 (1), 45-61.

Colbeck, S.C. 1983. Theory of metamorphism of dry snow. J.
Geophys. Res . 88, C9, 5475-5482.

Conway, H., S. Breyfogle and C. Wilbour, 1988. Observations
relating to wet snow stability. Proc. Int. Snow Sci. Workshop,
Whistler, BC. 211-222.

Conway, H., and C.F. Raymond, 1993. Snow stability during
rain. J. Glaciol., 39 (133), 635-642.

Dash, J.G., H. Fu and J. Wettlaufer, 1995. The premelting of ice
and its environmental consequences. Rep. Prog. Phys., 58, 115-
167.

Fukuzawa, T. and H. Narita, 1992. An experimental study on
the mechanical behavior ofa depth hoar layer under shear stress.
Proc. Int. Snow Sci. Workshop, Breckenridge, Co. 171-175.

Gubler, H., 1982. Strength of bonds between icegrains after short
contact times. J. Glaciol., 28 (100), 457-473.

Heywood, L. 1988. Rain on snow avalanche events - some ob-
servations. Proc. Int. Snow Sci. Workshop, Whistler, 125-136.

Hwang, K.S., R.M. German and F.V.Lenel, 1987. Capillary forces
between spheres during agglomeration and liquid phase
sintering. Metall. Trans., 18A, 11-17.

Jamieson, J.B., 1995. Avalanche prediction for persistent snow
slabs. Unpublished PhD thesis, Dept. CivilEng., Univ. Calgary,
Alberta, 258pp.

McClung, D.M., 1974. Avalanche defense mechanisms. Unpub-
lished PhD. thesis, Univ. Washington, Seattle, WA. 103pp.

McClung, D.M., 1977. Direct simple shear stress tests on snow
and their relation to slab avalanche formation. J. Glaciol., 19
(81), 101-109.

McClung, D.M., 1979. Shear fracture precipitated by strain sof-
tening as a mechanism of dry slab release. J. Geophys. Res.,
84(B7), 3519-3526.

McClung, D.M., 1981. Fracture mechanical models of dry slab
avalanche release. J. Geophys. Res., 86(B11), 10783-10790.

McClung, D.M. and P.A. Schaerer, 1993. The Avalanche Hand-
book. The Mountaineers, Seattle, WA., 271pp.

Montmollin, V. de, 1982. Shear tests on snow explained by fast
metamorphism. J. Glaciol., 28(98), 187-98.

Perla, R. 1971. The slab avalanche. Unpublished Ph.D. thesis.
Univ. Utah, Salt Lake City, Utah, 101pp.

Perla, R., 1980. Avalanche release, motion and impact. Dynam-
ics of snow and ice masses (ed. S.C. Colbeck), 367-462, Aca-
demic, New York.

Perla, R., T.M. Beck and T.T. Cheng, 1982. The shear strength
index of alpine snow. Cold Reg. Sci. and Technol., 6 (1), 11-20.

Wankiewicz, A. 1979. A review of water movement in snow.
Proceedings. Modeling of Snowcover Runoff. (S.C. Colbeck and
M. Ray, eds.). CRREL, Hanover, NH., 222-52.
|
 |