Add to ORKGThe purpose of the model investigation reported herein was to obtain design information for stone and dolos armor used on breakwater heads and subjected to breaking waves. More specifically, it was desired to determine the minimum weight of individual armor units (with given specific weights) required for stability as a function of sea-side slope of the structure, angle of wave attack, wave period, and wave heigh
Armor stability formulas for mound breakwaters are commonly based on 2D small-scale physical tests c...
Armor erosion due to wave attack has been studied intensively since it is considered the main failur...
When a single‐slope, rubble‐mound breakwater is subjected to waves that dislocate the stones but do ...
A new empirical stability criterion for dolos-armoured, rubble-mound breakwaters is proposed. This c...
improved predictive equations for coastal rubble-mound stone-armor stability. The engineering method...
The principal function of a rubble mound breakwater is to protect a coastal area from excessive wave...
Armor block stability for the mound of sloping breakwaters was examined by 2-D model tests. Damage p...
This paper reports on a laboratory investigation conducted at the United States Army Engineer Waterw...
Armor damage due to wave attack is the principal failure mode to be considered when designing conven...
It is not possible to design rubble mound structures employing complex blocks entirely from first pr...
This report describes experimental and numerical studies to investigate the the process of wave/brea...
The rational design diagram for Dolos armour should incorporate both the hydraulic stability and the...
Mound breakwaters with significant overtopping rates in depth-limited conditions are common in pract...
The use of breakwater for coastal and harbor area protection against wave attack is very common. Yet...
"May 1989."Cover title.Includes bibliographical references (p. 25).Final report.Mode of access: Inte...
Armor stability formulas for mound breakwaters are commonly based on 2D small-scale physical tests c...
Armor erosion due to wave attack has been studied intensively since it is considered the main failur...
When a single‐slope, rubble‐mound breakwater is subjected to waves that dislocate the stones but do ...
A new empirical stability criterion for dolos-armoured, rubble-mound breakwaters is proposed. This c...
improved predictive equations for coastal rubble-mound stone-armor stability. The engineering method...
The principal function of a rubble mound breakwater is to protect a coastal area from excessive wave...
Armor block stability for the mound of sloping breakwaters was examined by 2-D model tests. Damage p...
This paper reports on a laboratory investigation conducted at the United States Army Engineer Waterw...
Armor damage due to wave attack is the principal failure mode to be considered when designing conven...
It is not possible to design rubble mound structures employing complex blocks entirely from first pr...
This report describes experimental and numerical studies to investigate the the process of wave/brea...
The rational design diagram for Dolos armour should incorporate both the hydraulic stability and the...
Mound breakwaters with significant overtopping rates in depth-limited conditions are common in pract...
The use of breakwater for coastal and harbor area protection against wave attack is very common. Yet...
"May 1989."Cover title.Includes bibliographical references (p. 25).Final report.Mode of access: Inte...
Armor stability formulas for mound breakwaters are commonly based on 2D small-scale physical tests c...
Armor erosion due to wave attack has been studied intensively since it is considered the main failur...
When a single‐slope, rubble‐mound breakwater is subjected to waves that dislocate the stones but do ...