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> Figure 11. Cumulative grain size distribution (by weight) curves for pre- dredged and post-placed material samples after mechanical dredging and dump scow placement
Table 6. Physical Properties of Ocean-Placed Sediment Samples
Figure 13. Cumulative grain size distribution (by weight) curves for pre- dredged, post-placed, and original foundation materials after mechanical dredging and dump scow placement
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ERDC
TN-DOER-D2
September
2004
Figure
11.
Cumulative
grain
size
distribution
(by
weight)
curves
for
pre-
dredged
and
post-placed
mate-
rial
samples
after
mechanical
dredging
and
dump
scow
placement
Figure
12.
Frequency
grain
size
distribution
(by
weight)
curves
for
pre-
dredged
and
post-placed
mate-
rial
samples
after
mechanical
dredging
and
dump
scow
placement
The
Atterberg
limits
of
the
two
materials
are
similar
(LL = 90 and PL =
34,
plus
or
minus
2).
The
grain
size
distribution
curves
are
similar
except
in
the
fine
silt
and
fine
clay
ranges.
The
dredged
fill placed in
the
subaqueous
pit
contains
10
percent
more
fine
silt
and 10
percent
less
fine
clay
material
compared to
its
pre-dredged
composition
.
Numerous
reasons
may
be
conjectured,
including
stripping
of
the
fine
clay
fraction
during
the
dredging
and
dumping
operations,
silting
sediment
from
the
channel
into
the
pit,
erosion
processes,
or
normal
sampling
variations.
11
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