TM 5-852-4/AFM 88-19, Chap. 4
Figure 3-6. Intergranular pressure vs. depth for three explorations at same site. Site work curve based on average of A,
B and C, to which was added a 2-psi floor load. Curve A was computed from density data in soils of figure 3-3, using
straight line approximations.
U. S. Army Corps of Engineers
Figure 3-7. Estimated settlement vs. depth of thaw for different explorations at the same time.
3-10
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