The design and construction of breakwaters is a classical task in coastal engineering. Breakwaters have been built, damaged and repaired for hundred of years. It is generally believed that coastal engineering science has improved a lot during the last 20 years. The profession was therefore taken by surprise when a series of major breakwater failures occurred very recently in a four year period
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
Most coastal structures suffer a certain degree of overtopping, because in most situations it is not...
Very often rubble mound breakwater designs seem to be a result only of stability considerations corr...
Guidance on selection of breakwater types and related design safety levels for breakwaters are almos...
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...
Because breakwaters belong to the most important and costly coastal structures it is of importance t...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
A major expansion of Port Bilbao includes some 4.5 km of breakwaters in water depths up to 28 metres...
Guidance on selection of breakwater types and related design safety levels for breakwaters are almos...
The paper presents a new system for implementation of target reliability in caisson breakwater desig...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
Most coastal structures suffer a certain degree of overtopping, because in most situations it is not...
Very often rubble mound breakwater designs seem to be a result only of stability considerations corr...
Guidance on selection of breakwater types and related design safety levels for breakwaters are almos...
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...
Because breakwaters belong to the most important and costly coastal structures it is of importance t...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
A major expansion of Port Bilbao includes some 4.5 km of breakwaters in water depths up to 28 metres...
Guidance on selection of breakwater types and related design safety levels for breakwaters are almos...
The paper presents a new system for implementation of target reliability in caisson breakwater desig...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
Most coastal structures suffer a certain degree of overtopping, because in most situations it is not...