ETL 1110-2-544
31 Jul 95
Figure 9. Finite element mesh for E-99 test section
Figure 10. Finite element mesh for E-105 levee section
load can be computed accurately with the finite
soft-soil foundation deep-seated movements can
element method.
control the displacements of the pile-levee system.
(2) Distribution along the wall. The displace-
(3) Computed maximum moments. The
ment distribution along the wall is predicted well as
computed maximum moments and their location
shown in Figure 13. The ability to predict displace-
agreed well with those measured in the field as shown
ments near the pile tip is significant because in the
in Figure 14.
A-12
Previous Page
