An extension "Maasvlakte 2" of the existing harbour area in Rotterdam "Maasvlakte" was planned. Model tests were necessary to assess the design of the 3 km hard sea defence located at the north side of Maasvlakte 2. Laboratory tests have been carried out in the wave flume of Ghent University on behalf of the design of the crest level and the armour layer of the main breakwater
This paper deals with model tests conducted at the Delft Hydraulics Laboratory (DHL) and the River a...
A clear difference between full-scale wave run-up measurements and small-scale model test results ha...
Hydraulic scale models and numerical models, both overall as well as detailmodels, were constructed ...
An extension "Maasvlakte 2" of the existing harbour area in Rotterdam "Maasvlakte" was planned. Mode...
It is described why, and to what extent the practicing engineer makes use of model tests in his desi...
Nowadays the most important sectors in the strategy for the future of the port of Rotterdam are cont...
Breakwater design at this moment is based on physical scale modelling combined with the use of exper...
The growing need for space to offer the opportunities for growth and renewal of port related activit...
Wave data and cost values for the northern sea defence of the Maasvlakte2 expansion project, Netherl...
Maasvlakte 2 (MV2) is the Port of Rotterdam Authority’s port extension project west of the existing ...
The Maasvlakte 2 (MV2) is a new location for port activities and industry to be created in the North...
On request of the companies Ballast Nedam and Havenwerken BV, Amsterdam, the Delft Hydraulics Labora...
A new and symmetrical single layer armour unit, the crablock, has been designed in the UAE. One brea...
This is the second article in a series on the monitoring programme at Maasvlakte 2 in the Netherland...
It is foreseen that the future expansion of the Port of Rotterdam will face the problem of lack of s...
This paper deals with model tests conducted at the Delft Hydraulics Laboratory (DHL) and the River a...
A clear difference between full-scale wave run-up measurements and small-scale model test results ha...
Hydraulic scale models and numerical models, both overall as well as detailmodels, were constructed ...
An extension "Maasvlakte 2" of the existing harbour area in Rotterdam "Maasvlakte" was planned. Mode...
It is described why, and to what extent the practicing engineer makes use of model tests in his desi...
Nowadays the most important sectors in the strategy for the future of the port of Rotterdam are cont...
Breakwater design at this moment is based on physical scale modelling combined with the use of exper...
The growing need for space to offer the opportunities for growth and renewal of port related activit...
Wave data and cost values for the northern sea defence of the Maasvlakte2 expansion project, Netherl...
Maasvlakte 2 (MV2) is the Port of Rotterdam Authority’s port extension project west of the existing ...
The Maasvlakte 2 (MV2) is a new location for port activities and industry to be created in the North...
On request of the companies Ballast Nedam and Havenwerken BV, Amsterdam, the Delft Hydraulics Labora...
A new and symmetrical single layer armour unit, the crablock, has been designed in the UAE. One brea...
This is the second article in a series on the monitoring programme at Maasvlakte 2 in the Netherland...
It is foreseen that the future expansion of the Port of Rotterdam will face the problem of lack of s...
This paper deals with model tests conducted at the Delft Hydraulics Laboratory (DHL) and the River a...
A clear difference between full-scale wave run-up measurements and small-scale model test results ha...
Hydraulic scale models and numerical models, both overall as well as detailmodels, were constructed ...