The goals of the project are the following: a) Design rules for the transaction of stone classes with depth have not yet evolved and the main goal of this project was to develop a stability criterion for the stones in that area (Primary goal). b) Stones on berm. Since the total amount of the largest stones (Class I) is usually limited, the combination of the amount of large stones on the berm and down the berm is important (Secondary goal). c) Recession. Recession will be measured in each test and thereby a large database on the subject will be made available for further research on the subject (Secondary goal). d) The location of the transition of the original and the reshaped profiles as the berm height changes as well as for different st...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
This paper gives first an elaboration of berm recession equations for berm breakwaters and then new ...
The goals of the project are the following: a) Design rules for the transaction of stone classes wit...
The influence of permeability and stone gradation on the reshaping and wave overtopping of berm brea...
This paper describes the 13 year experience of design and construction of rubble mound berm breakwat...
The influence of permeability and stone gradation on the reshaping and wave overtopping of berm brea...
The paper describes the design philosophy for rubble-mound berm breakwaters. The estimated yield fro...
The Icelandic-type berm breakwater has been developed through a number of breakwater projects over t...
A model test study was conducted to study overtopping and front slope stability of homogenous and mu...
A research project on berm breakwater structures was carried out with the overall objective of arriv...
This paper gives first an elaboration of berm recession equations for berm breakwaters and then new ...
The Icelandic-type berm breakwater has been developed through a number of breakwater projects over t...
The paper discusses the development of a berm breakwater revetment design for protection of an artif...
Cooperation between the authors has led to a number of papers on main design parameters for berm bre...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
This paper gives first an elaboration of berm recession equations for berm breakwaters and then new ...
The goals of the project are the following: a) Design rules for the transaction of stone classes wit...
The influence of permeability and stone gradation on the reshaping and wave overtopping of berm brea...
This paper describes the 13 year experience of design and construction of rubble mound berm breakwat...
The influence of permeability and stone gradation on the reshaping and wave overtopping of berm brea...
The paper describes the design philosophy for rubble-mound berm breakwaters. The estimated yield fro...
The Icelandic-type berm breakwater has been developed through a number of breakwater projects over t...
A model test study was conducted to study overtopping and front slope stability of homogenous and mu...
A research project on berm breakwater structures was carried out with the overall objective of arriv...
This paper gives first an elaboration of berm recession equations for berm breakwaters and then new ...
The Icelandic-type berm breakwater has been developed through a number of breakwater projects over t...
The paper discusses the development of a berm breakwater revetment design for protection of an artif...
Cooperation between the authors has led to a number of papers on main design parameters for berm bre...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
This paper gives first an elaboration of berm recession equations for berm breakwaters and then new ...