Add to ORKGModel investigation of wave forces on a caisson breakwater in Hanstholm, Denmark
A series of comprehensive velocity measurements was carried out on the three dimensional model of th...
This report present the results of 3-D physical model tests (length scale 1:60) carried out in a wav...
The dynamic response of a vertical breakwater to breaking waves has been studied by the authors with...
The existing breakwater at Civitavecchia Harbour, Italy, will be extended with a part of caissons. I...
The results of large-scale model tests on impact loading and dynamic response of a caisson breakwate...
This report present the results of 2-D physical model tests (length scale 1:42.5) carried out in a w...
The purpose of the study is to define the operational and design conditions for the SSG in Hanstholm...
Extension of the Hanstholm harbour (Denmark) is being planned, including the construction of a new b...
Results of physical tests done at DHI on the stability and regressionof Berm Breakwaters.Berm Breakw...
SIGLEAvailable from British Library Document Supply Centre-DSC:DXN026768 / BLDSC - British Library D...
This paper collects the results of several new 2D physical model tests on wave interaction with rubb...
Recently, a perforated caisson breakwater with turning wave blocks was developed to improve the wate...
This report present the results of 3-D physical model tests (length scale 1:60) carried out in a wav...
This report present the results of 2D physical model tests (length scale 1:50) carried out in a wave...
Frontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Fr...
A series of comprehensive velocity measurements was carried out on the three dimensional model of th...
This report present the results of 3-D physical model tests (length scale 1:60) carried out in a wav...
The dynamic response of a vertical breakwater to breaking waves has been studied by the authors with...
The existing breakwater at Civitavecchia Harbour, Italy, will be extended with a part of caissons. I...
The results of large-scale model tests on impact loading and dynamic response of a caisson breakwate...
This report present the results of 2-D physical model tests (length scale 1:42.5) carried out in a w...
The purpose of the study is to define the operational and design conditions for the SSG in Hanstholm...
Extension of the Hanstholm harbour (Denmark) is being planned, including the construction of a new b...
Results of physical tests done at DHI on the stability and regressionof Berm Breakwaters.Berm Breakw...
SIGLEAvailable from British Library Document Supply Centre-DSC:DXN026768 / BLDSC - British Library D...
This paper collects the results of several new 2D physical model tests on wave interaction with rubb...
Recently, a perforated caisson breakwater with turning wave blocks was developed to improve the wate...
This report present the results of 3-D physical model tests (length scale 1:60) carried out in a wav...
This report present the results of 2D physical model tests (length scale 1:50) carried out in a wave...
Frontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Fr...
A series of comprehensive velocity measurements was carried out on the three dimensional model of th...
This report present the results of 3-D physical model tests (length scale 1:60) carried out in a wav...
The dynamic response of a vertical breakwater to breaking waves has been studied by the authors with...