Figure 2-15. Plastic deformation of frozen soils under constant compressive stress

Figure 2-14. Effect of rate of stress application on failure strength

Figure 2-16. Compressive strength vs ice content, Manchester fine sand

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 2-15. Plastic deformation of frozen soils under constant compressive stress. See figure 2-11 for soil

characteristics33.

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