Figure 7

Variation in the pile's settlement to diameter percentage (S/D%) due to the change in different parameters. (a) Pile diameter (D). (b) Pile length (L). (c) Soil effective cohesion (c′). (d) Soil effective friction angle (Ø′). (e) Soil lateral earth pressure coefficient (k₀). (f) Soil Young’s modulus (E_s). (g) Soil dilatancy angle (Ѱ).