Add to ORKGThe flow of water through the pores of rubble mound breakwaters has two effects upon breakwater performance. The pore pressures generated within the rubble material will effect the stability of the mound. The flow of water in and out of the pores plays a critical part in the dissipation of wave energy
The Van der Meer formulae for quarry rock armor stability are commonly used in breakwater design. Th...
The spatial distribution of the wave-induced pore pressure height in the core of a conventional rubb...
Breakwaters are widely used to mitigate the adverse impacts of ocean wave action. Breakwater failure...
Rubble mound breakwaters, and related structures, are used worldwide to protect harbours, shorelines...
Laboratory tests have been conducted to investigate flow motion and pore pressure attenuation within...
Hydro-geotechnical stability of rubble mounds is investigated by means of experimental tests, CFD an...
This report presents the results of a study of the reflection and transmission characteristics of po...
The main objective of this paper is to study the attenuation of the wave induced pore pressures insi...
The present paper presents pore pressure measurements from large scale model tests performed at the ...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
The results of an extensive series of permeability experiments originally analysed by Shih (1990) ar...
When designing a rubble mound breakwater, one would like to predict the stability of the armour laye...
The paper describes the pore pressure measurements in a small scale breakwater model performed at Gh...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
The results of a comprehensive study on the hydraulic performance of rock armoured rubble mound bre...
The Van der Meer formulae for quarry rock armor stability are commonly used in breakwater design. Th...
The spatial distribution of the wave-induced pore pressure height in the core of a conventional rubb...
Breakwaters are widely used to mitigate the adverse impacts of ocean wave action. Breakwater failure...
Rubble mound breakwaters, and related structures, are used worldwide to protect harbours, shorelines...
Laboratory tests have been conducted to investigate flow motion and pore pressure attenuation within...
Hydro-geotechnical stability of rubble mounds is investigated by means of experimental tests, CFD an...
This report presents the results of a study of the reflection and transmission characteristics of po...
The main objective of this paper is to study the attenuation of the wave induced pore pressures insi...
The present paper presents pore pressure measurements from large scale model tests performed at the ...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
The results of an extensive series of permeability experiments originally analysed by Shih (1990) ar...
When designing a rubble mound breakwater, one would like to predict the stability of the armour laye...
The paper describes the pore pressure measurements in a small scale breakwater model performed at Gh...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
The results of a comprehensive study on the hydraulic performance of rock armoured rubble mound bre...
The Van der Meer formulae for quarry rock armor stability are commonly used in breakwater design. Th...
The spatial distribution of the wave-induced pore pressure height in the core of a conventional rubb...
Breakwaters are widely used to mitigate the adverse impacts of ocean wave action. Breakwater failure...