This paper proposes to improve the safety of breakwaters by two important changes in the philosophy of design. When hydraulic model testing is used as a design tool the authors propose to reduce the specific gravity of the model breakwater to introduce a factor of safety in the prototype. They also recommend that the concept of testing for stability with the once in 50 year or once in 100 year wave should be replaced by a more rigorous statistical analysis to determine a design wave which has a probability of exceedence of no more than 5 % in the lifetime of the structure
As a result of a number of causes, more and more human activities are shifting to offshore locations...
Breakwaters are widely used to mitigate the adverse impacts of ocean wave action. Breakwater failure...
The paper presents results from numerical simulations performed with the objective of identifying op...
The design of the breakwaters based on the current design manual in Hong Kong uses the overall safet...
The paper deals with concepts of safety implementation in design. An overall safety factor concept i...
A consistent risk-based design philosophy for vertical breakwaters is proposed. The design philosoph...
Based on the large number of recent failures of major rubble mound breakwaters the paper discusses t...
The paper presents results from numerical simulations performed with the objective of identifying op...
Optimum design safety levels for rock and cube armoured rubble mound breakwaters without superstruct...
This paper presents the development of a semi-probabilistic method for armour layer design of rubble...
One of the failure mechanisms of a rubble mound breakwater is the failure of its armour layer. In or...
Working Group 12 was set up to consider the analysis of rubble mound breakwaters with a view to achi...
The paper presents a summary of the recommendations for implementation of safety in breakwater desig...
For this book we have deliberately chosen that the text should follow a more or less logical design ...
On the basis of the failure modes formulated in the various subtasks calibration of partial safety f...
As a result of a number of causes, more and more human activities are shifting to offshore locations...
Breakwaters are widely used to mitigate the adverse impacts of ocean wave action. Breakwater failure...
The paper presents results from numerical simulations performed with the objective of identifying op...
The design of the breakwaters based on the current design manual in Hong Kong uses the overall safet...
The paper deals with concepts of safety implementation in design. An overall safety factor concept i...
A consistent risk-based design philosophy for vertical breakwaters is proposed. The design philosoph...
Based on the large number of recent failures of major rubble mound breakwaters the paper discusses t...
The paper presents results from numerical simulations performed with the objective of identifying op...
Optimum design safety levels for rock and cube armoured rubble mound breakwaters without superstruct...
This paper presents the development of a semi-probabilistic method for armour layer design of rubble...
One of the failure mechanisms of a rubble mound breakwater is the failure of its armour layer. In or...
Working Group 12 was set up to consider the analysis of rubble mound breakwaters with a view to achi...
The paper presents a summary of the recommendations for implementation of safety in breakwater desig...
For this book we have deliberately chosen that the text should follow a more or less logical design ...
On the basis of the failure modes formulated in the various subtasks calibration of partial safety f...
As a result of a number of causes, more and more human activities are shifting to offshore locations...
Breakwaters are widely used to mitigate the adverse impacts of ocean wave action. Breakwater failure...
The paper presents results from numerical simulations performed with the objective of identifying op...