Research Article
Investigation of Seismic Behavior of Clay-Pile Using Nonlinear Kinematic Hardening Model
Figure 10
Maximum acceleration response of input motion-3 along the clay: (a) soil surface (numerical results), (b) soil surface (numerical results), (c) soil surface (numerical and centrifuge results), (d) depth = 6.75 m, (e) depth = 10.25 m, and (f) soil depth.
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