Add to ORKGThe sustainable management of coastal defence assets requires information regarding the ground levels at the toe of the structure as this has a direct effect on the structural performance. The failure of structures due to toe scour is a recognised problem and research has been completed in recent years to increase understanding of the process and its prediction. This work is being translated to guidance which will inform asset management and design of new or remedial works
Sea defences, such as urban seawalls can fail due to the development of a scour hole at the toe of t...
In the UK one third of seawall failures are attributed to scour, placing the communities living behi...
Wave induced scouring at the foot of sea walls is now accepted as the major cause of sea wall damage...
Beach lowering and the effects of scour in front of coastal defences and erosion protection structur...
During the design process for a seawall, selecting the expected beach scour level at or near the toe...
The subject of scour (and siltation) at coastal structures continues to receive much interest in the...
This paper summarises the main results from the Defra/EA R&D project Understanding the Lowering of B...
Toe design is an important task for coastal engineers as it ensures the stability of the main armor ...
The effect of manmade activities is primarily local but can extend far away from the location of int...
Keynote lecture at the ICSE2006. Various types of scour can confront the engineer, who has to design...
The description of the transformation of shore in larger scales, i.e. the far-field effects, is summ...
Coastal structures are used in coastal defence schemes with the objective of preventing shoreline er...
The present guidelines are specifically dedicated to Low Crested Structures on attempt to provide me...
Local scour can occur at a breakwater constructed on a sandy seabed and may endanger the overall sta...
Control of shingle beaches for coast protection and/or sea defence may require use of rock groynes o...
Sea defences, such as urban seawalls can fail due to the development of a scour hole at the toe of t...
In the UK one third of seawall failures are attributed to scour, placing the communities living behi...
Wave induced scouring at the foot of sea walls is now accepted as the major cause of sea wall damage...
Beach lowering and the effects of scour in front of coastal defences and erosion protection structur...
During the design process for a seawall, selecting the expected beach scour level at or near the toe...
The subject of scour (and siltation) at coastal structures continues to receive much interest in the...
This paper summarises the main results from the Defra/EA R&D project Understanding the Lowering of B...
Toe design is an important task for coastal engineers as it ensures the stability of the main armor ...
The effect of manmade activities is primarily local but can extend far away from the location of int...
Keynote lecture at the ICSE2006. Various types of scour can confront the engineer, who has to design...
The description of the transformation of shore in larger scales, i.e. the far-field effects, is summ...
Coastal structures are used in coastal defence schemes with the objective of preventing shoreline er...
The present guidelines are specifically dedicated to Low Crested Structures on attempt to provide me...
Local scour can occur at a breakwater constructed on a sandy seabed and may endanger the overall sta...
Control of shingle beaches for coast protection and/or sea defence may require use of rock groynes o...
Sea defences, such as urban seawalls can fail due to the development of a scour hole at the toe of t...
In the UK one third of seawall failures are attributed to scour, placing the communities living behi...
Wave induced scouring at the foot of sea walls is now accepted as the major cause of sea wall damage...