Question: A . A 1 5 m long and 6 0 0 m m diameter reinforced concrete pile to be installed in stiff silty clay. The

.

15 m

long and

600 m m

diameter reinforced concrete pile to be installed in stiff silty clay. The side friction increases with depth and the nominal side friction capacity, fnAs of the pile is

2000 k N .

The nominal toe bearing capacity of the pile, qn'At is

640 k N .

The modulus of the elasticity of the pile,

E = 30000

MPas. The undrained shear strength of the soil at the toe of the pile is

250

kPa. Compute the settlement of the pile for a surface load of

1200 k N .

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