Problem 9.16
The owner of a small concrete gravity dam is considering attaching steel plate to the
face of the dam so that a greater depth of water can be retained. The surface between
the dam and earth has coefficients of friction
sD0:6
and
kD0:55
. Determine
if the dam is safe from both overturning (tipping) and sliding along its base. The
specific weights of concrete and water are
cD150 lb=ft3
and
wD62:4 lb=ft3
,
respectively. Neglect the weight of the steel plate.
Solution
The FBD for the dam is shown at the right. The water pressure at the bottom of
For a
1ft
thick section of dam (into the plane of the figure), the resultant force
P
2.1 ft/.2 ft/.1 ft/D150 lb:(3)
Sliding analysis: Using the FBD shown above, the equilibrium equations are
XFyD0WNW1W2D0)ND450 lb;(4)
Note that the dam may also fail by tipping, thus we carry out the following analysis.
Tipping analysis: Using the FBD shown above,
XMAD0W P .1 ft/CW1.1:5 ft/CW22
3.1 ft/N ` D0(7)