Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour units are often due to breakage. This happens when the stresses exceed the material strength. Sufficient parametric studies of the stresses are not yet available to produce design diagrams for structural integrity. The paper presents the results and the analyses of model tests with 200 kg and 200 g load-cell instrumented Dolosse. Static stresses and wave generated stresses were studied as well as model and scale effects. A preliminary design diagram for Dolosse is presented as well
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Very often rubble mound breakwater designs seem to be a result only of stability considerations corr...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour uni...
The slender, complex types of armour units, such as Tetrapods and Dolosse arewidely used for rubble ...
The reliability of rubble mound breakwaters depends on the hydraulic stability and the mechanical st...
Recent methods for the structural design of concrete armor units divide the forces into static loads...
The following types of forces contribute to the stresses in a Dolos in a pack exposed to waves:1)Gra...
The paper presents results from experiments with Dolosse having the same mass and volume but with di...
It is well know that the relative dynamic strength of unreinforced slender concrete units decreases ...
The slender, complex types of armour units, such as Tetrapods and Dolosse arewidely used for rubble ...
The slender, complex types of armour units, such as Tetrapods and Dolosse are widely used for rubble...
Breakage of slender unreinforced armour unite is the cause of many breakwater failures. Design diagr...
Recent breakwater failures revealed the shortcomings of the traditional design procedures for concre...
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were m...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Very often rubble mound breakwater designs seem to be a result only of stability considerations corr...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour uni...
The slender, complex types of armour units, such as Tetrapods and Dolosse arewidely used for rubble ...
The reliability of rubble mound breakwaters depends on the hydraulic stability and the mechanical st...
Recent methods for the structural design of concrete armor units divide the forces into static loads...
The following types of forces contribute to the stresses in a Dolos in a pack exposed to waves:1)Gra...
The paper presents results from experiments with Dolosse having the same mass and volume but with di...
It is well know that the relative dynamic strength of unreinforced slender concrete units decreases ...
The slender, complex types of armour units, such as Tetrapods and Dolosse arewidely used for rubble ...
The slender, complex types of armour units, such as Tetrapods and Dolosse are widely used for rubble...
Breakage of slender unreinforced armour unite is the cause of many breakwater failures. Design diagr...
Recent breakwater failures revealed the shortcomings of the traditional design procedures for concre...
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were m...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Very often rubble mound breakwater designs seem to be a result only of stability considerations corr...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...