As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were made on model armour units in a steady flow through a layer laid on a slope. The flow angle has little effect on stability for dolosse or rock layers. The head drop at failure across each type of layer is similar but the dolosse layer is more permeable and fails as a whole. There was no viscous scale effect. These results and earlier tests in oscillating flow suggest a 'reservoir' effect is important in the stability in steep waves
The paper presents a comparison of the stability of concrete cube armour and Cubipod armour in a bre...
The wave loading along a structure exposed to oblique waves varies in time and space. Despite of thi...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were m...
Despite numerous breakwater model tests very little is known today about the various phenomena and p...
Hedar and van der Meer studied the influence of core permeability on the stability of two layer rock...
The paper presents results from experiments with Dolosse having the same mass and volume but with di...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour uni...
Traditionally the hydrodynamic response of rubble mound structures are studied in physical models sc...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
The stability of dolos armour blocks against wave attack has been investigated in wave model studies
The paper presents a comparison of the stability of concrete cube armour and Cubipod armour in a bre...
The wave loading along a structure exposed to oblique waves varies in time and space. Despite of thi...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were m...
Despite numerous breakwater model tests very little is known today about the various phenomena and p...
Hedar and van der Meer studied the influence of core permeability on the stability of two layer rock...
The paper presents results from experiments with Dolosse having the same mass and volume but with di...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
Failures of rubble mound breakwaters armoured with complex types of unreinforced concrete armour uni...
Traditionally the hydrodynamic response of rubble mound structures are studied in physical models sc...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
The stability of dolos armour blocks against wave attack has been investigated in wave model studies
The paper presents a comparison of the stability of concrete cube armour and Cubipod armour in a bre...
The wave loading along a structure exposed to oblique waves varies in time and space. Despite of thi...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...