Probabilistic and Fuzzy Arithmetic Approaches for the Treatment of Uncertainties in the Installation of Torpedo Piles

Table 2

Problem definition: soil data.

Su0: undrained shear strength at the soil surface	5.0 kPa
Suk: rate of increase with depth	2.0 kPa/m
Sti: sensitivity	3.0
Nc: bearing capacity factor	9.0
𝛿: side adhesion reduction factor	0.9
Se: empirical maximum strain rate factor	5.0
Ce: empirical strain rate velocity factor	0.02 kN⋅s/m^2