A 0.36m square prestressed concrete pile is to be driven in a
clayey soil having an unconfined compressive strength of 110
kPa. Allowable capacity of the pile is 360 kN with a factor of
safety of 2. Unit weight of clay is 18 kN/m3. Use đť›˝=0.28. Compute
for the length of the pile.
A 0.36m square prestressed concrete pile is to be driven in a clayey soil having an unconfined compressive strength of 1
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