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> 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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