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Jaspers Focks, Thijmen (author)
Engineering firm Pieters Bouwtechniek Delft has designed many cantilevering elements in Compact Reinforced Composite over the past years. This material, often abbreviated as CRC, is an UHPFRC developed by Hi-Con Denmark and the material distinguishes itself from other concretes as it incorporates large volumes of steel fibres and reinforcement...
master thesis 2019
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van Bergenhenegouwen, Niels (author)
In the Netherlands, a lot of traffic congestion occurs on motorways. This problem is most severe nearby larger cities. Utrecht is one of these cities. To improve traffic flow in this area, a huge masterplan is designed by Rijkswaterstaat called “A27/A12 Ring Utrecht”. One part of this masterplan consists of the motorway A27 at Amelisweerd. Here,...
master thesis 2019
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Zhou, Yanxin (author)
Finite element analysis is becoming a popular tool for engineers recently. Nonlinear finite element analysis is more advanced due to that it can deal with the nonlinearity of structures, which leads to more accurate approximation of structural behaviour. In Model Code 2010, nonlinear finite element analysis, which belongs to the higher level of...
master thesis 2018
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De Poli, Matteo (author)
Underground infrastructures and the importance of the people’s safety and structures robustness are relevant and contemporary issues in the civil engineering industry. The demand for this infrastructural typology has developed to such an extent that the need for a better and cost-beneficial knowledge of the risks is necessary.<br/>This thesis...
master thesis 2018
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Hildering, Sven (author)
This master thesis covers the research into cracking behaviour of slender high strength concrete cantilevering balconies. The research emerged from Pieters Bouwtechniek Delft and Hi-Con Denmark. They cooperatively designed very slender balconies in ultra-high performance fibre reinforced concrete. Other engineering firms tend to recreate these...
master thesis 2018
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Dik, Inge (author)
Soil-mix walls are subsoil walls, which are constructed by in situ mixing of soil<br/>with cement and water. The technique was initially used as a ground improvement<br/>technique and is now being developed as construction method for walls<br/>with a structural purpose. Currently these walls are reinforced with large steel<br/>profiles, which...
master thesis 2017
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Gökcek, Volkan Erdem (author)
The aim of this thesis is to investigate the behavioral differences of walls that have different load transfer mechanisms and identify a simple engi- neering model for a construction joint that connects these two different wall types.<br/>Within the text; First, the problem description is provided among with a simple yet reliable soil modeling...
master thesis 2017
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Uysal, H. (author)
The main question of this thesis is the result of a survey by ‘provincie Zuid-Holland’ (PZH), that has developed a ‘uniform model’ for the assessment of the structural safety of existing prefabricated culverts. PZH is considering the possibility of using generic parameters to decide on the strength of existing culverts in the area. The province...
master thesis 2017
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Odijk, T. (author)
In Rotterdam underneath the first load bearing sand layer is a layer of compressible soil, called the "Kedichem" layer. Under this layer of compresible soil is another load bearing sand layer located, at approximately -50m NAP, but most of the buildings in Rotterdam are foundated on the first loadbearing sand layer at approximately -23m NAP. Due...
master thesis 2017
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Westerbeek, R.W. (author)
master thesis 2017
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Brata, T.M. (author)
A high number of concrete bridges that were built in the Netherlands around half a century ago and which had a transversely prestressed thin deck, nowadays raise a series of questions regarding their structural integrity. This is because their service life has been affected over time by a substantial rise in the number of vehicles that transit...
master thesis 2016
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Sousamli, M. (author)
master thesis 2016
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Kraczla, M.J. (author)
Numerous structures constructed in 60’s and 70’s are now reaching their design service life and require reassessment to assure safety of users, reliability and economical exploitation. As a consequence, an adequate structural assessment of existing bridges has recently become a major subject of scientific work commissioned by the authorities in...
master thesis 2016
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Xiong, Z. (author)
This thesis discusses the connections between high-strength concrete columns and normal-strength concrete floors. In practical design, considering the advantage of high-strength concrete in taking compression, a continuous HSC column is intersected by NSC floor. It is of great interest to understand the mechanism of load transmission through...
master thesis 2016
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Vos, W. (author)
Many bridges in The Netherlands are built around 1960-1970 and currently reach their designed service life of 50 years. The traffic loads are increasing and new insights in the behaviour of constructions are obtained. Therefore there are doubts about safety of these bridges and viaducts and these must be assessed. As the current safety codes...
master thesis 2016
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Van Lagen, G. (author)
A sunken ship load needs more and more to be taken into account in the design of an immersed tunnel. Such a load is often governing the design. The designer gets often a prescribed value (in kN/m2) from the client for a sunken ship load. The range in prescribed values show however a big scatter. There are also a lot of tunnels over which a lot...
master thesis 2016
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Ngo, T. (author)
In the last few decades great progression has been made in the research and development of a fairly new type of concrete called ultra-high performance concrete (UHPC). This high-tech material has excellent material properties compared to conventional concrete and has the potential to make more slender and lighter structures. However the material...
master thesis 2016
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Houtenbos, J.R. (author)
It was unclear what level of reliability was provided by appliance of the Eurocode load models for fatigue due to train loads, meaning that it might be insufficient. Therefore, it was investigated what the provided reliability is, compared to what is should be. Within this report, the focus is solely on fatigue induced by bending moments on...
master thesis 2016
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Shalom, I. (author)
Advanced Cementitious Materials (ACM’s) are products with materials found in conventional concrete (cement, silica fume, sand, superplasticizer, and water) plus distinctive materials like fibers (steel, carbon) and quartz. The superiority of ACM’s in terms of strength, ductility, and durability marks it as high potential replacement of...
master thesis 2016
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Soekhoe, R.S. (author)
For a safe structure design standards mainly emphasize on calculations based on the uncracked and fully cracked stiffness of concrete structures. In the common design practice an uncracked stiffness (EI0) is applied for the SLS and a fully cracked stiffness (EI?) for the ULS, where the reduced stiffness EI? ? 1/3EI0. However, in reality it is...
master thesis 2015
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