Designing a group of piles in silty soil(ML-CL) the soil parameters are as
follows:
UU : c=0.9 kg/cm2 , Phi=0
CU : c=0.3 kg/cm2 , phi=26
which papameters I should use to calculate the capacity of piles?
CU parameters shows capasity that very higher than UU's.
what is the best method?
yours
Siavash Ghabezloo
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