**Author details**

**Figure 5** shows the progressive wave-induced seabed problem in the free field. Here, wave loading induces a similar harmonic stress variation on a localized seabed layer. The goal is to calculate the displacements and pore pressures in the seabed under wave action. Surely the actual wave effect will have an irregular structure, but this is a sufficient representation of the wave-induced response of the system.

*Geotechnical Engineering - Advances in Soil Mechanics and Foundation Engineering*

*(a) Pore pressure, (b) displacement distribution and (c) liquefaction response within the seabed.*

**Figure 5.**

**Figure 6.**

**8**

*Free field wave-induced saturated porous seabed response.*

Mehmet Barış Can Ülker Institute of Disaster Management Earthquake Engineering Program, Istanbul, Turkey

\*Address all correspondence to: mbulker@itu.edu.tr

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