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van Elsäcker, W.A. (author)
Liquefaction may have large influence on performance of anchored quay walls and is important to include in seismic design. Design codes provide evaluation methods that provide hardly any insight in the actual development of excess pore pressures and the don’t consider soil structure interaction. There is a need for tools that include these...
master thesis 2016
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Steenbergen, C.T.J.D.M. (author)
Sheet pile walls are increasingly applied in the Netherlands to reinforce dikes. Up to now it is not known what is the real strength and stiffness behaviour of this sheet pile walls and when the dike with the construction can be considered to have failed. Nowadays an elastic design is applied for reinforcements with sheet pile walls, while for...
master thesis 2016
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Dorrepaal, S.G. (author)
The Netherlands are protected against extreme high waters from the sea by an ingenious system of barriers. One of the most famous ones is the Maeslant barrier in the New Waterway near the port of Rotterdam. This barrier however, is subject to discussion, as it might not function as intended, because of the following reasons. It has a very low...
master thesis 2016
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Everts, P.S. (author)
All over the world rubble mound breakwaters are built to protect harbours, shorelines, and other vulnerable coastal areas against wave action and currents. Most of the designs for these structures use so called deterministic or semi-probabilistic design methods (level I). With these methods insight in the uncertainties, and consequently the...
master thesis 2016
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De Haan, F.S. (author)
As a consequence of extracting gas from gas fields in the subsoil of the Groningen province during the last decades, seismic activity is increasingly encountered. As The Netherlands is not located in a seismic active area, dynamic loads due to earthquakes historically are not taken into account in structural design. The dynamic loads from...
master thesis 2016
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Kentrop, J. (author)
Typical for the Dutch landscape are the many polders, which are situated below sea level and below waters directly surrounding the polders. A visual separation between land and water is caused by the flood defences that protect the polders from flooding. In 2005, artist Paul Izeboud came with the idea to make a transparent flood defence, thereby...
master thesis 2016
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Jongerius, Y.R. (author)
In this research the reliability of dikes are studied that are influenced by the presence of buildings. Along many Dutch dikes (residential) buildings are present. These buildings may influence the reliability of the dike positevely and or negatively. In this study a probabilistic method is developed to determine the influence of a building,...
master thesis 2016
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Roest, J.C. (author)
The United States of America – and more specific the state of Illinois – are dealing with a problem of Asian carps spreading from inward waterways to the Great Lakes. The Asian carp was originally brought to America to be used in study?s on agricultural pounds, but escaped after series of flooding. The Asian carp has no natural enemies in the...
master thesis 2016
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Vos, G.J. (author)
Many breakwater projects start with the selection phase which consists of the consideration of alternatives. These breakwaters are required to protect ports, banks and habitat areas from significant wave action. Moreover, upcoming Design & Construct contracts drive contractors to perform the consideration of alternatives and design themselves....
master thesis 2016
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Tieleman, O.C. (author)
As part of the Afsluitdijk project the discharge capacity, which is currently facilitated by two sluice complexes, is increased to cope with future sea level rise. It was decided to realise this by an innovative solution: the pump gate. The steel lifting gates, each containing three pumps, will be implemented in the existing sluice complex in...
master thesis 2016
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Volbeda, E.A. (author)
Bank protections are currently constructed with stone, wood, concrete and steel. NETICS has introduced a sustainable and commercially very attractive alternative called the GEOWALL. The goal of this study is to find a viable field of application within the quay structures by considering the arising challenges of a larger scale wall. Additionally...
master thesis 2016
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Van Eijk, T.F.A. (author)
Within Royal HaskoningDHV an innovative concept is thought to be feasible as a new foundation for larger wind turbines in deeper waters. In this thesis the development of this innovative offshore wind turbine foundation was aided. The research focused on two topics: - Scour at this gravity based foundations. - Possible design optimisations with...
master thesis 2016
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Rip, J. (author)
A marine operations encounters downtime if its operational limit is exceeded during project execution. Accurate information about the expected downtime during a marine project is important information in the tender phase of such a project. The purpose of this thesis is therefore to give insight in the available methods for downtime analysis in...
master thesis 2015
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Rippi, A. (author)
Some dike sections in the Netherlands failed to comply with the safety standards and one of the most promising countermeasures is the construction of retaining walls inside the dike. The Dutch design codes for dikes with retaining walls rely on Finite Element Analysis (FEM) in combination with partial safety factors. However, this can lead to...
master thesis 2015
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Oosterlo, P. (author)
In this thesis, a method was developed, with which the infragravity waves and morphological changes of a sandy foreshore are included in the calculation of the probability of dike failure due to wave overtopping. Constructing a natural foreshore in front of the dike can be an attractive and innovative method to decrease the failure probability....
master thesis 2015
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Van Rossum, S. (author)
Rijkswaterstaat asks whether and how navigation locks can be standardized and if it could result in cost savings. This graduation work focused on finding how one could standardize one part of the navigation locks, namely the lock gate. Besides, finding an innovative idea for the lock gate was also part of the agenda. This resulted in the design...
master thesis 2015
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Seip, J.P. (author)
master thesis 2015
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Azikci, M.A. (author)
The Van der Meer formula for amour stability takes the Iribarren number, number of waves and damage level into account. It also contains a factor P which describes the “notional permeability” of the breakwater. This factor is based on the fact that a more permeable structure dissipates more energy and hence requires less heavy armouring. Its...
master thesis 2015
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Weeda, T.R. (author)
The persistent increase of container vessel dimensions requires ports to adapt their wet infrastructure in order to compete with their competitors. However, in some cases waterway tunnels are expected to restrict the maximum depth. The Beneluxtunnel in Rotterdam is an example of such a tunnel. To allow more depth, the possibility of lowering...
master thesis 2015
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Dijkstra, S.D. (author)
The graduation thesis focuses on providing insight in the consequences of subsiding ground on soil anchors. With the years, the bars of an anchored sheet pile walls for example, can be unfavourably loaded due to subsiding soil. As a result of these lateral loads, the bar will deform and elongate, causing the stresses to increase. The...
master thesis 2015
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