Optimising the Geometry of a Breakwater Connected to Large Floating Structures: Increasing the Feasiblity of Floating Cities

Crownwalls with a fully curved face: An experimental study

Impact of box-type floating breakwater on motion response of hydrodynamically coupled floating platforms downstream

Improving the breakwater design process by using a design automation tool

Rocking revisited 4: Analysis of rocking-induced stresses for concrete breakwater armour units

Sandbar breakwaters: Analysis of the effects of variations in wave climate on the morphological development of sandbar breakwaters by using the Lekki Sandbar Breakwater case study

Applying the ‘Building with Nature’ philosophy for sustainable port development: Opportunity study for the Port-Industrial Complex Kuala Tanjung, Indonesia

Sandfill-Retaining rubble mound structures: Evaluating the behaviour of sediments at the interface of a rubble mound with a reclamation, by means of physical modelling

Effect of irregularities in the under layer on the stability of Xbloc^Plus concrete armour unit

Exploration into the mechanisms that govern the stability of an Xbloc^{+ v1} armour unit

Rocking Revisited 1: Rocking of a Singe Cube on a Breakwater Slope

Stability of Single Layer Cubes on Breakwater Rear Slopes

Numerical analysis of the Forchheimer coefficients and the maximum pressures for a dike with impermeable core and permeable Elastocoast layer

Physical model tests on stability and interlocking of new breakwater armour block Crablock

Numerical evaluation of stability methods for rubble mound breakwater toes

Economic optimization of breakwaters - Case study: Maintenance of Port of Constantza’s Northern Breakwater

The influence of core permeability on the stability of interlocking, single layer armour units

A generic quantitative damage description for rubble mound structures: Investigation of damage to roundheads by using a 3D high-resolution measurement technique in a physical model

The influence of the wave height distribution on the stability of single layer concrete armour units

Static and dynamic loads on the first row of interlocking, single layer armour units