Add to ORKGDespite numerous breakwater model tests very little is known today about the various phenomena and parameters that determine the hydraulic stability characteristics of different types of armour. This is because separation of parameters is extremely difficult in traditional tests.With the object of separating some of the factors a deterministic test, in which horizontal beds of armour units were exposed to oscillatory flow, was performed in a pulsating water tunnel
The present report describes the hydraulic model tests of Accropode armour layers carried out at the...
At the request of Mr. J. Bulow Beck, Havnecon A/S the Hydraulics Laboratory at University of Aalborg...
The paper presents a comparison of the stability of concrete cube armour and Cubipod armour in a bre...
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were m...
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were m...
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...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
The reliability of rubble mound breakwaters depends on the hydraulic stability and the mechanical st...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
As associated partner, Aalborg University (AU) have participated in different aspects of "the Zeebru...
Design of armour for rubble mound breakwater roundheads constitutes in many cases a problem due to t...
Stationary and oscillatory flow through coarse granular materials have been investigated experimenta...
The stability of dolos armour blocks against wave attack has been investigated in wave model studies
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
The present report describes the hydraulic model tests of Accropode armour layers carried out at the...
At the request of Mr. J. Bulow Beck, Havnecon A/S the Hydraulics Laboratory at University of Aalborg...
The paper presents a comparison of the stability of concrete cube armour and Cubipod armour in a bre...
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were m...
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were m...
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...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
The reliability of rubble mound breakwaters depends on the hydraulic stability and the mechanical st...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
As associated partner, Aalborg University (AU) have participated in different aspects of "the Zeebru...
Design of armour for rubble mound breakwater roundheads constitutes in many cases a problem due to t...
Stationary and oscillatory flow through coarse granular materials have been investigated experimenta...
The stability of dolos armour blocks against wave attack has been investigated in wave model studies
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
The present report describes the hydraulic model tests of Accropode armour layers carried out at the...
At the request of Mr. J. Bulow Beck, Havnecon A/S the Hydraulics Laboratory at University of Aalborg...
The paper presents a comparison of the stability of concrete cube armour and Cubipod armour in a bre...