Table 4-6. P-wave Velocities in Permafrost (after Barnes"' with some Additions)

Low stress, vibratory loads

Figure 4-56. Complex dynamic Young's modulus vs. volume ice/volume soil ratio for frozen saturated, non-plastic soils

Foundations For Structures: Artic and Subartic Construction - index
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TM 5-852-4/AFM 88-19, Chap. 4

Table 4-6. P-wave Velocities in Permafrost (after Barnes"' with some Additions)

(Courtesy of Building Research Advisory Board, NAS-NRC)

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