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Home > United Facilities Criteria CD 1 > > 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)
4-87






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