Study on Buckling Behavior of Tapered Friction Piles in Soft Soils with Linear Shaft Friction

<div>Schematics: (a) tapered friction piles in inhomogeneous soils with linear shaft friction and linear lateral stiffness; (b) free-body element.</div>

Advances in Civil Engineering

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Figure 1

Figure 1: Study on Buckling Behavior of Tapered Friction Piles in Soft Soils with Linear Shaft Friction 