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> Figure 4-49. Unconfined compression creep curves for frozen Ottawa sand at 29F
Figure 4-47. Frozen soil creep tests, unconfined compression, Manchester fine sand
Figure 4-50. Ultimate strength vs. time to failure for Ottawa sand (20-30 mesh) at various temperatures
Foundations For Structures: Artic and Subartic Construction - index
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TM
5-852-4/AFM
88-19,
Chap.
4
U. S.
Army
Corps
of
Engineers
Figure
4-48.
Variation
of
ultimate
strength
ratios
with
temperature
for
various
rates
of
loading
(computed
from
data
in
fig
4-47).
U. S.
Army
Corps
of
Engineers
Figure
4-49.
Unconfined
compression
creep
curves
for
frozen
Ottawa
sand
at
29F
87
.
4-74
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