A straight drilled shaft of 750 mm diameter and 10 m length is placed in a clay
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A straight drilled shaft of 750 mm diameter and 10 m length is placed in a clay where cu = 120 kN/m2, Es = 25,000 kN/m2, and µs = 0.5. When 1100 kN is applied at the top, 800 kN is carried by the shaft and 300 kN is carried by the tip. Determine the settlement assuming ξ = 0.65 and Ep = 25 × 106 kN/m2.
Determine se(2) and se(3), using the elastic equations [Eqs. (12.89) and (12.91)] and the semi empirical relations [Eqs. (12.90) and (12.93)].
Eqs. (12.89)
Eqs. (12.90)
Eqs. (12.93)
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Related Book For 
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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