Example 10: Flexible foundation and rigid raft on layered subsoil
Description of the problem
The definition of the characteristic point
so
according to
Graßhoff
(1955) can be used to verify the mathematical model of
ELPLA
for flexible foundation and rigid raft. The characteristic point of a uniformly loaded area on the surface is defined
as that point of a flexible settlement
so
is identical with the rigid displacement
wo.
For a rectangular area, the characteristic point takes the coordinates
ac
=0.87A
and
bc
= 0.87B,
where A
and B
are the area sides.
Figure 12 shows a raft of dimensions 8 [m] * 12 [m] resting
on three different soil layers of thicknesses 7 [m], 5 [m] and 6 [m], respectively. |