Following the PIANC PTC II working group on Analyses of Rubble Mound Breakwaters it was, in 1991, decided to form Working Group (WG) n° 28 on "Breakwaters with vertical and inclined concrete walls" The scope of the work was to achieve a better understanding of the overall safety aspects in the design of this important class of breakwaters
In the Danish part of the North Sea it has been found that marginal fields can be exploited using mo...
Copyright and moral rights for the publications made accessible in the public portal are retained by...
Since the first offshore wind farm had been built (Vindeby Lolland 1991) the dimensions of the turbi...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
Stone and concrete are two materials generally used for the construction of rubble mound breakwaters...
A major expansion of Port Bilbao includes some 4.5 km of breakwaters in water depths up to 28 metres...
Coastal structures are used in coastal defence schemes with the objective of preventing shoreline er...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
In extension of the work done at the Hydraulics and Coastal Engineering Laboratory, Dept. of Civil E...
Two prototype structures The Zeebrugge breakwater and The dike in Petten are already instrumented an...
This report is Aalborg University's first contribution to the MAS2-CT92 project: Full scale dynamic ...
Guidance on selection of breakwater types and related design safety levels for breakwaters are almos...
Copyright and moral rights for the publications made accessible in the public portal are retained by...
Evaluation of spatial coherence of breaking waves is of great importance and of recent interest
In the Danish part of the North Sea it has been found that marginal fields can be exploited using mo...
Copyright and moral rights for the publications made accessible in the public portal are retained by...
Since the first offshore wind farm had been built (Vindeby Lolland 1991) the dimensions of the turbi...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
Stone and concrete are two materials generally used for the construction of rubble mound breakwaters...
A major expansion of Port Bilbao includes some 4.5 km of breakwaters in water depths up to 28 metres...
Coastal structures are used in coastal defence schemes with the objective of preventing shoreline er...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
In extension of the work done at the Hydraulics and Coastal Engineering Laboratory, Dept. of Civil E...
Two prototype structures The Zeebrugge breakwater and The dike in Petten are already instrumented an...
This report is Aalborg University's first contribution to the MAS2-CT92 project: Full scale dynamic ...
Guidance on selection of breakwater types and related design safety levels for breakwaters are almos...
Copyright and moral rights for the publications made accessible in the public portal are retained by...
Evaluation of spatial coherence of breaking waves is of great importance and of recent interest
In the Danish part of the North Sea it has been found that marginal fields can be exploited using mo...
Copyright and moral rights for the publications made accessible in the public portal are retained by...
Since the first offshore wind farm had been built (Vindeby Lolland 1991) the dimensions of the turbi...