Table 4

Response of a group of 2 × 3 piles

C: kPa; φ: °Internal forces
Corner pilesCentral piles
Nmax: kNTmax: kNMmax: kN mNmax: kNTmax: kNMmax: kN m
146; 8·1839·318·1553·09758·10·00010·00056
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