Specialty sessions on deep foundations

Specialty sessions on deep foundations
Doshitsu Kōgakkai (Japan)

6.4 Details concerning design of complete piles (a) Calculation of Q . The total elastic load, Q , may be determined fo? the settlement criterion according to Equation 15, and Figure 21, (efter Donald, Sloan and Chiu, 1980). Equation 17 where ...

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