Use of Physical/Numerical Modeling in Design of an Exposed Quay at Port of Ashdod

This paper addresses key considerations for the design of a ca. 450 m long exposed container quay serving as part of a port expansion in the Port of Ashdod, Israel. The selected quay structure consists of a steel pipe pile supported concrete platform, with a combination stone/Antifer cube revetment below the platform for wave absorption. In developing the detail design, numerical wave modeling was carried out to assess the wave climate both in the construction area and at the existing (operating) port, considering the different stages of construction. To verify estimated wave forces and potential damage to the revetment and quay during both construction and operational stage, two-dimensional physical model testing was carried out in a laboratory wave flume. Pressure gauges were installed to measure the wave induced pressures on the model deck slab, pile caps, (optional) fascia beam, and approach slab.