Environmental Engineering Reference
In-Depth Information
Figure 14.4.
Murchison Dam rockfill roller trials (Fitzpatrick et al., 1985).
Figure 14.5.
Boondooma Dam rockfill roller trials (Rogers, 1985).
14.6
TESTING OF EARTHFILL
14.6.1
Compaction-test methods
The degree of compaction of cohesive earthfill is determined by the density ratio, where
dry density in place
maximum d
(14.1)
densityratio
ry density
