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> Figure 4. Finite element mesh for steps 7 through 15
Figure 3. Finite element mesh for Bonneville tieback wall
Figure 6. Earth pressures on tieback wall
ETL 1110-2-544
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15
ETL
1110-2-544
31
Jul
95
Figure
4.
Finite
element
mesh
for
steps
7
through
15
Figure
5.
Wall
deflections,
moments,
and
lateral
earth
pressures
after
final
excavation
to
elevation
39 ft
with
fourth
anchor
locked
off
A-9
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