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Home > United Facilities Criteria CD 1 > > 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.
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