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Pile foundations are widely used to support various types of structures such as offshore platforms, jetties, wharfs, docks, bridges, etc. These structures are subjected to cyclic lateral loading due to wave and wind actions. All cyclic loading sequences are characterized by four parameters, including: (1) the maximum applied lateral load Hmax, (2) the number of cycles N, (3) the frequency (rate of loading) f, and (4) maximum lateral displacement ymax. Two-way cyclic loading can be considered as a simplified representation of dynamic loading without inertia nor damping.

Experimental Study on the Behavior of Pile Group under Cyclic Lateral Loading