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United Facilities Criteria CD 1
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> Figure 3-3. Angle of friction versus dry density for coarse-grained soils
Table 3-1. Typical Engineering Properties of Compacted Materials
Consolidation
Soils and Geology Procedures for Foundation Design of Building and Other
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TM
5-818-1
/ AFM
88-3.
Chap.
7
Figure
3-2.
Relation
between
relative
density
and
dry
density
(scaled
to
plot
as a
straight
line).
Figure
3-3.
Angle
of
friction
versus
dry
density
for
coarse-grained
soils.
3-4