Investigation of Seismic Behavior of Clay-Pile Using Nonlinear Kinematic Hardening Model

<div>Bending moment of the single pile under the input motion-1 at different depths of pile: (a) <i>D</i><sub>1</sub> = 3 m, (b) <i>D</i><sub>1</sub> = 6 m, and (c) <i>D</i><sub>1</sub> = 9 m.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Investigation of Seismic Behavior of Clay-Pile Using Nonlinear Kinematic Hardening Model 