TM 5-852-4/AFM 88-19, Chap. 4
U. S. Army Corps of Engineers
Figure 4-54. Frozen soil creep test on Manchester fine sand, unconfined compression, 200 psi at 15F 87.
U. S. Army Corps of Engineers
Figure 4-55. Frozen soil creep tests on Manchester fine sand, unconfined compression, 15F 87.
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