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You searched for +publisher:"Delft University of Technology" +contributor:("Jonkman, S.N."). Showing records 1 – 30 of 89 total matches.

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Delft University of Technology

1. Rippi, A. Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:.

Degree: 2015, Delft University of Technology

 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… (more)

Subjects/Keywords: finite element method; reliability; dike; sheet pile wall; system failure

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APA (6th Edition):

Rippi, A. (2015). Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:09edf3ae-6818-4c17-bd25-8b3f3414b6b8

Chicago Manual of Style (16th Edition):

Rippi, A. “Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:09edf3ae-6818-4c17-bd25-8b3f3414b6b8.

MLA Handbook (7th Edition):

Rippi, A. “Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:.” 2015. Web. 20 Jun 2019.

Vancouver:

Rippi A. Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:09edf3ae-6818-4c17-bd25-8b3f3414b6b8.

Council of Science Editors:

Rippi A. Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:09edf3ae-6818-4c17-bd25-8b3f3414b6b8


Delft University of Technology

2. Van Loon, P.S.P. A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :.

Degree: 2014, Delft University of Technology

 During this research a method is developed for finding the cost optimal design of a sea dike when a probabilistic method is being applied and… (more)

Subjects/Keywords: probabilistic; failure mechanism; sea dike

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APA (6th Edition):

Van Loon, P. S. P. (2014). A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e8d86c94-e2fd-4a4e-bf48-eb4e07060c0a

Chicago Manual of Style (16th Edition):

Van Loon, P S P. “A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :.” 2014. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:e8d86c94-e2fd-4a4e-bf48-eb4e07060c0a.

MLA Handbook (7th Edition):

Van Loon, P S P. “A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :.” 2014. Web. 20 Jun 2019.

Vancouver:

Van Loon PSP. A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:e8d86c94-e2fd-4a4e-bf48-eb4e07060c0a.

Council of Science Editors:

Van Loon PSP. A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:e8d86c94-e2fd-4a4e-bf48-eb4e07060c0a


Delft University of Technology

3. Aalberts, M.L. The cost effectiveness of compartmentation of the Orleans Metro Bowl:.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2008, Delft University of Technology

 After Hurricane Katrina the Bring New Orleans Back committee advised to use the Gentilly Ridge to split the Orleans Metro Bowl into compartments in order… (more)

Subjects/Keywords: compartmentation; katrina; new orleans; cost-effectiveness; levee

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APA (6th Edition):

Aalberts, M. L. (2008). The cost effectiveness of compartmentation of the Orleans Metro Bowl:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ef885a70-970a-4ff1-ab9b-ff3213880255

Chicago Manual of Style (16th Edition):

Aalberts, M L. “The cost effectiveness of compartmentation of the Orleans Metro Bowl:.” 2008. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:ef885a70-970a-4ff1-ab9b-ff3213880255.

MLA Handbook (7th Edition):

Aalberts, M L. “The cost effectiveness of compartmentation of the Orleans Metro Bowl:.” 2008. Web. 20 Jun 2019.

Vancouver:

Aalberts ML. The cost effectiveness of compartmentation of the Orleans Metro Bowl:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:ef885a70-970a-4ff1-ab9b-ff3213880255.

Council of Science Editors:

Aalberts ML. The cost effectiveness of compartmentation of the Orleans Metro Bowl:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:ef885a70-970a-4ff1-ab9b-ff3213880255

4. Pawirokromo, J.S.W. Design of a flood proof storage tank:.

Degree: 2014, Delft University of Technology

 Some storage tank terminals located in hurricane prone regions were heavily struck by hurricanes. An example is the storage tank terminal of Stolthaven Terminals (Stolt-Nielsen… (more)

Subjects/Keywords: storage tanks; flood; hurricane; damage; chemical spill

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APA (6th Edition):

Pawirokromo, J. S. W. (2014). Design of a flood proof storage tank:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5025bea2-708c-415d-ae4a-97a0bd05f75a

Chicago Manual of Style (16th Edition):

Pawirokromo, J S W. “Design of a flood proof storage tank:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:5025bea2-708c-415d-ae4a-97a0bd05f75a.

MLA Handbook (7th Edition):

Pawirokromo, J S W. “Design of a flood proof storage tank:.” 2014. Web. 20 Jun 2019.

Vancouver:

Pawirokromo JSW. Design of a flood proof storage tank:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:5025bea2-708c-415d-ae4a-97a0bd05f75a.

Council of Science Editors:

Pawirokromo JSW. Design of a flood proof storage tank:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:5025bea2-708c-415d-ae4a-97a0bd05f75a


Delft University of Technology

5. Bakker, S.A. Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:.

Degree: 2009, Delft University of Technology

 For a proposed liquefied natural gas export facility, Olokola LNG (OKLNG), located at the western limits of the Niger Delta in Nigeria a 10 km… (more)

Subjects/Keywords: mud; uncertainty; infill prediction

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APA (6th Edition):

Bakker, S. A. (2009). Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:daaebdd2-c581-4cbc-b3da-25db7657b3b9

Chicago Manual of Style (16th Edition):

Bakker, S A. “Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:.” 2009. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:daaebdd2-c581-4cbc-b3da-25db7657b3b9.

MLA Handbook (7th Edition):

Bakker, S A. “Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:.” 2009. Web. 20 Jun 2019.

Vancouver:

Bakker SA. Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:daaebdd2-c581-4cbc-b3da-25db7657b3b9.

Council of Science Editors:

Bakker SA. Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:daaebdd2-c581-4cbc-b3da-25db7657b3b9


Delft University of Technology

6. Rip, J. Probabilistic downtime analysis for complex marine projects: A state-of-the-art model based on Markov theory to generate binary workability sequences for sequential operations:.

Degree: 2015, Delft University of Technology

 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… (more)

Subjects/Keywords: downtime analysis; marine operation; marine project; operational limit; sequential operations; parallel operations; workability sequence; Markov chain; linked Markov chains; offshore wind farm; simulation

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APA (6th Edition):

Rip, J. (2015). Probabilistic downtime analysis for complex marine projects: A state-of-the-art model based on Markov theory to generate binary workability sequences for sequential operations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c8ce58b7-3ef8-429a-b61a-36cd3675077c

Chicago Manual of Style (16th Edition):

Rip, J. “Probabilistic downtime analysis for complex marine projects: A state-of-the-art model based on Markov theory to generate binary workability sequences for sequential operations:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:c8ce58b7-3ef8-429a-b61a-36cd3675077c.

MLA Handbook (7th Edition):

Rip, J. “Probabilistic downtime analysis for complex marine projects: A state-of-the-art model based on Markov theory to generate binary workability sequences for sequential operations:.” 2015. Web. 20 Jun 2019.

Vancouver:

Rip J. Probabilistic downtime analysis for complex marine projects: A state-of-the-art model based on Markov theory to generate binary workability sequences for sequential operations:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:c8ce58b7-3ef8-429a-b61a-36cd3675077c.

Council of Science Editors:

Rip J. Probabilistic downtime analysis for complex marine projects: A state-of-the-art model based on Markov theory to generate binary workability sequences for sequential operations:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:c8ce58b7-3ef8-429a-b61a-36cd3675077c


Delft University of Technology

7. Maan, S.M. Protecting Nieuwpoort against floods:.

Degree: 2013, Delft University of Technology

 At the entrance of the IJzer River estuary in Belgium a storm surge barrier is being constructed. This raises a couple questions: At what safety… (more)

Subjects/Keywords: storm surge barrier; safety level; closing reliability; fresh water discharge; storage capacity

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APA (6th Edition):

Maan, S. M. (2013). Protecting Nieuwpoort against floods:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ea847062-c8f6-4afe-a18c-1d503b747b30

Chicago Manual of Style (16th Edition):

Maan, S M. “Protecting Nieuwpoort against floods:.” 2013. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:ea847062-c8f6-4afe-a18c-1d503b747b30.

MLA Handbook (7th Edition):

Maan, S M. “Protecting Nieuwpoort against floods:.” 2013. Web. 20 Jun 2019.

Vancouver:

Maan SM. Protecting Nieuwpoort against floods:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:ea847062-c8f6-4afe-a18c-1d503b747b30.

Council of Science Editors:

Maan SM. Protecting Nieuwpoort against floods:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:ea847062-c8f6-4afe-a18c-1d503b747b30


Delft University of Technology

8. Van Eijk, T.F.A. Gravity Based Foundation: Scour and design optimisation:.

Degree: 2016, Delft University of Technology

 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… (more)

Subjects/Keywords: scour; GBS; Gravity Based Structure; offshore wind turbine; hydrodynamic loads; bed shear stress amplification; FinLab

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APA (6th Edition):

Van Eijk, T. F. A. (2016). Gravity Based Foundation: Scour and design optimisation:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:515d1962-a501-4d55-8140-a704af30ede8

Chicago Manual of Style (16th Edition):

Van Eijk, T F A. “Gravity Based Foundation: Scour and design optimisation:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:515d1962-a501-4d55-8140-a704af30ede8.

MLA Handbook (7th Edition):

Van Eijk, T F A. “Gravity Based Foundation: Scour and design optimisation:.” 2016. Web. 20 Jun 2019.

Vancouver:

Van Eijk TFA. Gravity Based Foundation: Scour and design optimisation:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:515d1962-a501-4d55-8140-a704af30ede8.

Council of Science Editors:

Van Eijk TFA. Gravity Based Foundation: Scour and design optimisation:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:515d1962-a501-4d55-8140-a704af30ede8


Delft University of Technology

9. Van Rossum, S. Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:.

Degree: 2015, Delft University of Technology

 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… (more)

Subjects/Keywords: lock; standardization

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APA (6th Edition):

Van Rossum, S. (2015). Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:06ada0fc-ea84-4efa-a2dd-a1d776e2d951

Chicago Manual of Style (16th Edition):

Van Rossum, S. “Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:06ada0fc-ea84-4efa-a2dd-a1d776e2d951.

MLA Handbook (7th Edition):

Van Rossum, S. “Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:.” 2015. Web. 20 Jun 2019.

Vancouver:

Van Rossum S. Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:06ada0fc-ea84-4efa-a2dd-a1d776e2d951.

Council of Science Editors:

Van Rossum S. Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:06ada0fc-ea84-4efa-a2dd-a1d776e2d951


Delft University of Technology

10. Tieleman, O.C. The dynamic behaviour of pump gates in the Afsluitdijk: Application of semi-analytical fluid-structure interaction models:.

Degree: 2016, Delft University of Technology

 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… (more)

Subjects/Keywords: Fluid Structure Interaction; Vibrations; Gates; Pumps; Pump gate; Afsluitdijk; Den Oever; Structural Dynamics; Fluid Dynamics

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APA (6th Edition):

Tieleman, O. C. (2016). The dynamic behaviour of pump gates in the Afsluitdijk: Application of semi-analytical fluid-structure interaction models:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d68f9483-e374-4c38-ace3-89594e38daf0

Chicago Manual of Style (16th Edition):

Tieleman, O C. “The dynamic behaviour of pump gates in the Afsluitdijk: Application of semi-analytical fluid-structure interaction models:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:d68f9483-e374-4c38-ace3-89594e38daf0.

MLA Handbook (7th Edition):

Tieleman, O C. “The dynamic behaviour of pump gates in the Afsluitdijk: Application of semi-analytical fluid-structure interaction models:.” 2016. Web. 20 Jun 2019.

Vancouver:

Tieleman OC. The dynamic behaviour of pump gates in the Afsluitdijk: Application of semi-analytical fluid-structure interaction models:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:d68f9483-e374-4c38-ace3-89594e38daf0.

Council of Science Editors:

Tieleman OC. The dynamic behaviour of pump gates in the Afsluitdijk: Application of semi-analytical fluid-structure interaction models:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:d68f9483-e374-4c38-ace3-89594e38daf0


Delft University of Technology

11. Kentrop, J. Design and reliability evaluation of a glass flood defence:.

Degree: 2016, Delft University of Technology

 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… (more)

Subjects/Keywords: glass dike; glass flood defence; probabilistic design; semi-probabilistic design; structural glass

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APA (6th Edition):

Kentrop, J. (2016). Design and reliability evaluation of a glass flood defence:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7f4a8b7d-e00e-4818-8340-be1d3284b857

Chicago Manual of Style (16th Edition):

Kentrop, J. “Design and reliability evaluation of a glass flood defence:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:7f4a8b7d-e00e-4818-8340-be1d3284b857.

MLA Handbook (7th Edition):

Kentrop, J. “Design and reliability evaluation of a glass flood defence:.” 2016. Web. 20 Jun 2019.

Vancouver:

Kentrop J. Design and reliability evaluation of a glass flood defence:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:7f4a8b7d-e00e-4818-8340-be1d3284b857.

Council of Science Editors:

Kentrop J. Design and reliability evaluation of a glass flood defence:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:7f4a8b7d-e00e-4818-8340-be1d3284b857


Delft University of Technology

12. Geldenhuys, M.A. Coastal Adaptation to Climate Change: A case study in Durban, South Africa:.

Degree: 2011, Delft University of Technology

 Research done by the IPCC working groups and other organizations has sparked global concern over the possible impacts of climate change and corresponding sea level… (more)

Subjects/Keywords: Climate Adaptation; Coastal Protection; Sea level rise; Vulnerability; Africa

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APA (6th Edition):

Geldenhuys, M. A. (2011). Coastal Adaptation to Climate Change: A case study in Durban, South Africa:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5438f13a-ccf4-49c9-b90e-bffe9e3ecefb

Chicago Manual of Style (16th Edition):

Geldenhuys, M A. “Coastal Adaptation to Climate Change: A case study in Durban, South Africa:.” 2011. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:5438f13a-ccf4-49c9-b90e-bffe9e3ecefb.

MLA Handbook (7th Edition):

Geldenhuys, M A. “Coastal Adaptation to Climate Change: A case study in Durban, South Africa:.” 2011. Web. 20 Jun 2019.

Vancouver:

Geldenhuys MA. Coastal Adaptation to Climate Change: A case study in Durban, South Africa:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:5438f13a-ccf4-49c9-b90e-bffe9e3ecefb.

Council of Science Editors:

Geldenhuys MA. Coastal Adaptation to Climate Change: A case study in Durban, South Africa:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:5438f13a-ccf4-49c9-b90e-bffe9e3ecefb

13. Schlepers, M.H. A conceptual design of the Houston Ship Channel Barrier:.

Degree: 2015, Delft University of Technology

 The frequency of hurricanes along any 80 km segment of the Coast of Texas is about 1 in 6 years (Roth,2009). On average, 4 major… (more)

Subjects/Keywords: barrier; stormvloedkering; hurricane; Houston; Galveston; HSC

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APA (6th Edition):

Schlepers, M. H. (2015). A conceptual design of the Houston Ship Channel Barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5c93fe26-1fbc-4557-87b0-d5b86ac79ee0

Chicago Manual of Style (16th Edition):

Schlepers, M H. “A conceptual design of the Houston Ship Channel Barrier:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:5c93fe26-1fbc-4557-87b0-d5b86ac79ee0.

MLA Handbook (7th Edition):

Schlepers, M H. “A conceptual design of the Houston Ship Channel Barrier:.” 2015. Web. 20 Jun 2019.

Vancouver:

Schlepers MH. A conceptual design of the Houston Ship Channel Barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:5c93fe26-1fbc-4557-87b0-d5b86ac79ee0.

Council of Science Editors:

Schlepers MH. A conceptual design of the Houston Ship Channel Barrier:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:5c93fe26-1fbc-4557-87b0-d5b86ac79ee0


Delft University of Technology

14. Tian, K. Tokyo Bay storm surge barrier: A conceptual design of the moveable barrier:.

Degree: 2014, Delft University of Technology

 Introduction Typhoons and tsunamis are dangerous phenomena for our society and Japan has been exposed to both of these hazards. The risks of these hazards… (more)

Subjects/Keywords: floating moveable barrier; Tokyo Bay; typhoon; tsunami; earthquake

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APA (6th Edition):

Tian, K. (2014). Tokyo Bay storm surge barrier: A conceptual design of the moveable barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a324a0d5-1d4d-4105-941b-86b0aeb4379a

Chicago Manual of Style (16th Edition):

Tian, K. “Tokyo Bay storm surge barrier: A conceptual design of the moveable barrier:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:a324a0d5-1d4d-4105-941b-86b0aeb4379a.

MLA Handbook (7th Edition):

Tian, K. “Tokyo Bay storm surge barrier: A conceptual design of the moveable barrier:.” 2014. Web. 20 Jun 2019.

Vancouver:

Tian K. Tokyo Bay storm surge barrier: A conceptual design of the moveable barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:a324a0d5-1d4d-4105-941b-86b0aeb4379a.

Council of Science Editors:

Tian K. Tokyo Bay storm surge barrier: A conceptual design of the moveable barrier:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:a324a0d5-1d4d-4105-941b-86b0aeb4379a

15. Taccari, M.L. Study upon the possible influence of animal burrows on the failure of the levee of San Matteo along the Secchia river:.

Degree: 2015, Delft University of Technology

 Animal burrowing can be a main cause of initiation thereby be a cause of breaching of flood defences. However, little guidance and literature is available… (more)

Subjects/Keywords: dike failure; Secchia river; animal burrowing; groundwater flow; macro-stability; internal erosion; badger setts; unsaturated zone

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APA (6th Edition):

Taccari, M. L. (2015). Study upon the possible influence of animal burrows on the failure of the levee of San Matteo along the Secchia river:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e9a171a4-306d-4a6b-9104-f62415e5ed7b

Chicago Manual of Style (16th Edition):

Taccari, M L. “Study upon the possible influence of animal burrows on the failure of the levee of San Matteo along the Secchia river:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:e9a171a4-306d-4a6b-9104-f62415e5ed7b.

MLA Handbook (7th Edition):

Taccari, M L. “Study upon the possible influence of animal burrows on the failure of the levee of San Matteo along the Secchia river:.” 2015. Web. 20 Jun 2019.

Vancouver:

Taccari ML. Study upon the possible influence of animal burrows on the failure of the levee of San Matteo along the Secchia river:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:e9a171a4-306d-4a6b-9104-f62415e5ed7b.

Council of Science Editors:

Taccari ML. Study upon the possible influence of animal burrows on the failure of the levee of San Matteo along the Secchia river:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:e9a171a4-306d-4a6b-9104-f62415e5ed7b

16. De Boer, R. Building-with-Nature Solutions for Hurricane Flood Risk Reduction in Galveston Bay, Texas: Conceptual Design Study:.

Degree: 2015, Delft University of Technology

 The enormous damage caused by hurricane Ike in the year 2008 has been the main incentive for several structural flood risk reduction plans in the… (more)

Subjects/Keywords: Building-with-Nature; Hurricanes; Galveston Bay; BwN; Texas; Flood Risk Reduction

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APA (6th Edition):

De Boer, R. (2015). Building-with-Nature Solutions for Hurricane Flood Risk Reduction in Galveston Bay, Texas: Conceptual Design Study:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1291f359-7201-4694-b332-e76ef97616b1

Chicago Manual of Style (16th Edition):

De Boer, R. “Building-with-Nature Solutions for Hurricane Flood Risk Reduction in Galveston Bay, Texas: Conceptual Design Study:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:1291f359-7201-4694-b332-e76ef97616b1.

MLA Handbook (7th Edition):

De Boer, R. “Building-with-Nature Solutions for Hurricane Flood Risk Reduction in Galveston Bay, Texas: Conceptual Design Study:.” 2015. Web. 20 Jun 2019.

Vancouver:

De Boer R. Building-with-Nature Solutions for Hurricane Flood Risk Reduction in Galveston Bay, Texas: Conceptual Design Study:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:1291f359-7201-4694-b332-e76ef97616b1.

Council of Science Editors:

De Boer R. Building-with-Nature Solutions for Hurricane Flood Risk Reduction in Galveston Bay, Texas: Conceptual Design Study:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:1291f359-7201-4694-b332-e76ef97616b1


Delft University of Technology

17. Weeda, T.R. Feasibility study of lowering the Beneluxtunnel:.

Degree: 2015, Delft University of Technology

 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… (more)

Subjects/Keywords: Immersed tunnel; Beneluxtunnel; Lowering

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APA (6th Edition):

Weeda, T. R. (2015). Feasibility study of lowering the Beneluxtunnel:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:98025ec0-e929-4802-9968-e8d462db4481

Chicago Manual of Style (16th Edition):

Weeda, T R. “Feasibility study of lowering the Beneluxtunnel:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:98025ec0-e929-4802-9968-e8d462db4481.

MLA Handbook (7th Edition):

Weeda, T R. “Feasibility study of lowering the Beneluxtunnel:.” 2015. Web. 20 Jun 2019.

Vancouver:

Weeda TR. Feasibility study of lowering the Beneluxtunnel:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:98025ec0-e929-4802-9968-e8d462db4481.

Council of Science Editors:

Weeda TR. Feasibility study of lowering the Beneluxtunnel:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:98025ec0-e929-4802-9968-e8d462db4481


Delft University of Technology

18. Lendering, K.T. Polder Terminal: A risk based design:.

Degree: 2012, Delft University of Technology

 New container ports are mostly constructed on low lying coastal areas or in shallow coastal waters. The quay wall and terminal yard are then raised… (more)

Subjects/Keywords: polder; polder terminal; container terminal; flood risk

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APA (6th Edition):

Lendering, K. T. (2012). Polder Terminal: A risk based design:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0e3ed140-3c52-4c5a-9079-9b80d88ed1f1

Chicago Manual of Style (16th Edition):

Lendering, K T. “Polder Terminal: A risk based design:.” 2012. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:0e3ed140-3c52-4c5a-9079-9b80d88ed1f1.

MLA Handbook (7th Edition):

Lendering, K T. “Polder Terminal: A risk based design:.” 2012. Web. 20 Jun 2019.

Vancouver:

Lendering KT. Polder Terminal: A risk based design:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:0e3ed140-3c52-4c5a-9079-9b80d88ed1f1.

Council of Science Editors:

Lendering KT. Polder Terminal: A risk based design:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:0e3ed140-3c52-4c5a-9079-9b80d88ed1f1


Delft University of Technology

19. Smaling, H.W. Hydrodynamic loading on the shaft of a gravity based offshore wind turbine:.

Degree: 2014, Delft University of Technology

 Gravity based support structure By a joint venture of BAM and Van Oord an innovative type of Gravity Based Structure (GBS) for an offshore wind… (more)

Subjects/Keywords: hydrodynamic; offshore wind turbine; FinLab; gravity base structure; GBS

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APA (6th Edition):

Smaling, H. W. (2014). Hydrodynamic loading on the shaft of a gravity based offshore wind turbine:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7b697465-7e26-48c4-b53f-efbd835f1997

Chicago Manual of Style (16th Edition):

Smaling, H W. “Hydrodynamic loading on the shaft of a gravity based offshore wind turbine:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:7b697465-7e26-48c4-b53f-efbd835f1997.

MLA Handbook (7th Edition):

Smaling, H W. “Hydrodynamic loading on the shaft of a gravity based offshore wind turbine:.” 2014. Web. 20 Jun 2019.

Vancouver:

Smaling HW. Hydrodynamic loading on the shaft of a gravity based offshore wind turbine:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:7b697465-7e26-48c4-b53f-efbd835f1997.

Council of Science Editors:

Smaling HW. Hydrodynamic loading on the shaft of a gravity based offshore wind turbine:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:7b697465-7e26-48c4-b53f-efbd835f1997


Delft University of Technology

20. Volbeda, E.A. GEOWALL® as a Quay wall:.

Degree: 2016, Delft University of Technology

 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… (more)

Subjects/Keywords: GEOWALL; Quay wall; bank structure; embankment; revetment; sustainable; NETICS; TNO; GEOBLOCK; beschoeiing; oever constructie; damwand

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APA (6th Edition):

Volbeda, E. A. (2016). GEOWALL® as a Quay wall:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:636b2a79-2ba6-4add-b190-7fde1acebedd

Chicago Manual of Style (16th Edition):

Volbeda, E A. “GEOWALL® as a Quay wall:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:636b2a79-2ba6-4add-b190-7fde1acebedd.

MLA Handbook (7th Edition):

Volbeda, E A. “GEOWALL® as a Quay wall:.” 2016. Web. 20 Jun 2019.

Vancouver:

Volbeda EA. GEOWALL® as a Quay wall:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:636b2a79-2ba6-4add-b190-7fde1acebedd.

Council of Science Editors:

Volbeda EA. GEOWALL® as a Quay wall:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:636b2a79-2ba6-4add-b190-7fde1acebedd


Delft University of Technology

21. Vos, G.J. Decision Support Method for the Initial Selection of a Breakwater Alternative in Dutch Inland Waterway:.

Degree: 2016, Delft University of Technology

 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… (more)

Subjects/Keywords: breakwater structures; method of consideration; inland waterways; decision making; the Netherlands

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APA (6th Edition):

Vos, G. J. (2016). Decision Support Method for the Initial Selection of a Breakwater Alternative in Dutch Inland Waterway:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3c6c4bb2-f192-4fed-98d5-7aa70dac71e6

Chicago Manual of Style (16th Edition):

Vos, G J. “Decision Support Method for the Initial Selection of a Breakwater Alternative in Dutch Inland Waterway:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:3c6c4bb2-f192-4fed-98d5-7aa70dac71e6.

MLA Handbook (7th Edition):

Vos, G J. “Decision Support Method for the Initial Selection of a Breakwater Alternative in Dutch Inland Waterway:.” 2016. Web. 20 Jun 2019.

Vancouver:

Vos GJ. Decision Support Method for the Initial Selection of a Breakwater Alternative in Dutch Inland Waterway:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:3c6c4bb2-f192-4fed-98d5-7aa70dac71e6.

Council of Science Editors:

Vos GJ. Decision Support Method for the Initial Selection of a Breakwater Alternative in Dutch Inland Waterway:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:3c6c4bb2-f192-4fed-98d5-7aa70dac71e6


Delft University of Technology

22. Jongerius, Y.R. Reliability of a dike influenced by a building: Development of a probabilistic method for slope stability of a dike containing a building inside the soil profile:.

Degree: 2016, Delft University of Technology

 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.… (more)

Subjects/Keywords: flood defence; river dike; flood risk; macro-instability; buildings; probabilistic

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APA (6th Edition):

Jongerius, Y. R. (2016). Reliability of a dike influenced by a building: Development of a probabilistic method for slope stability of a dike containing a building inside the soil profile:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5734d165-7959-4a84-a8cd-19bd1331fa03

Chicago Manual of Style (16th Edition):

Jongerius, Y R. “Reliability of a dike influenced by a building: Development of a probabilistic method for slope stability of a dike containing a building inside the soil profile:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:5734d165-7959-4a84-a8cd-19bd1331fa03.

MLA Handbook (7th Edition):

Jongerius, Y R. “Reliability of a dike influenced by a building: Development of a probabilistic method for slope stability of a dike containing a building inside the soil profile:.” 2016. Web. 20 Jun 2019.

Vancouver:

Jongerius YR. Reliability of a dike influenced by a building: Development of a probabilistic method for slope stability of a dike containing a building inside the soil profile:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:5734d165-7959-4a84-a8cd-19bd1331fa03.

Council of Science Editors:

Jongerius YR. Reliability of a dike influenced by a building: Development of a probabilistic method for slope stability of a dike containing a building inside the soil profile:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:5734d165-7959-4a84-a8cd-19bd1331fa03


Delft University of Technology

23. Mooyaart, L.F. The Energy Polder: Feasibility Study on a Tidal Power Plant along the Western Scheldt:.

Degree: 2009, Delft University of Technology

 In the Netherlands 6,8% of the total electricity production came from renewable energy sources. Electricity was 17 % of the total energy consumption in that… (more)

Subjects/Keywords: Tidal; Energy; Western Scheldt; Feasibility

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APA (6th Edition):

Mooyaart, L. F. (2009). The Energy Polder: Feasibility Study on a Tidal Power Plant along the Western Scheldt:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2a80e25a-4a49-4c5a-9475-d6136307e6a3

Chicago Manual of Style (16th Edition):

Mooyaart, L F. “The Energy Polder: Feasibility Study on a Tidal Power Plant along the Western Scheldt:.” 2009. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:2a80e25a-4a49-4c5a-9475-d6136307e6a3.

MLA Handbook (7th Edition):

Mooyaart, L F. “The Energy Polder: Feasibility Study on a Tidal Power Plant along the Western Scheldt:.” 2009. Web. 20 Jun 2019.

Vancouver:

Mooyaart LF. The Energy Polder: Feasibility Study on a Tidal Power Plant along the Western Scheldt:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:2a80e25a-4a49-4c5a-9475-d6136307e6a3.

Council of Science Editors:

Mooyaart LF. The Energy Polder: Feasibility Study on a Tidal Power Plant along the Western Scheldt:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:2a80e25a-4a49-4c5a-9475-d6136307e6a3


Delft University of Technology

24. Karimi, I. The Conceptual Design of the Bolivar Roads Navigational Surge Barrier:.

Degree: 2014, Delft University of Technology

 Hurricane Ike made landfall on 13th of September 2008 on the Galveston Island in the Texas area. This hurricane is the third-costliest hurricane that ever… (more)

Subjects/Keywords: navigational barrier; design; Bolivar roads; barrier; storm surge

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APA (6th Edition):

Karimi, I. (2014). The Conceptual Design of the Bolivar Roads Navigational Surge Barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:efab70a8-f2be-41da-9caa-e2eb88221395

Chicago Manual of Style (16th Edition):

Karimi, I. “The Conceptual Design of the Bolivar Roads Navigational Surge Barrier:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:efab70a8-f2be-41da-9caa-e2eb88221395.

MLA Handbook (7th Edition):

Karimi, I. “The Conceptual Design of the Bolivar Roads Navigational Surge Barrier:.” 2014. Web. 20 Jun 2019.

Vancouver:

Karimi I. The Conceptual Design of the Bolivar Roads Navigational Surge Barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:efab70a8-f2be-41da-9caa-e2eb88221395.

Council of Science Editors:

Karimi I. The Conceptual Design of the Bolivar Roads Navigational Surge Barrier:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:efab70a8-f2be-41da-9caa-e2eb88221395

25. Smulders, J. Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:.

Degree: 2014, Delft University of Technology

 The devastation caused by Hurricane Ike in the Galveston Bay area (Texas, United States of America) proved the necessity of an improved water defense. Multiple… (more)

Subjects/Keywords: dynamic; barge; gate; stability; hydrodynamic; Bolivar; roads; ike; dike; immersion; swing; operation; hydraulic; engineering; civil

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APA (6th Edition):

Smulders, J. (2014). Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:05dde2aa-8c21-4fcb-a531-d541a60bc751

Chicago Manual of Style (16th Edition):

Smulders, J. “Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:05dde2aa-8c21-4fcb-a531-d541a60bc751.

MLA Handbook (7th Edition):

Smulders, J. “Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:.” 2014. Web. 20 Jun 2019.

Vancouver:

Smulders J. Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:05dde2aa-8c21-4fcb-a531-d541a60bc751.

Council of Science Editors:

Smulders J. Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:05dde2aa-8c21-4fcb-a531-d541a60bc751

26. De Kloet, M. Tidal Wave Energy Converter:.

Degree: 2015, Delft University of Technology

 This report focuses on a feasibility study of a device that harvests electricity from the vertical motion of pontoons in tidal waves. The study includes… (more)

Subjects/Keywords: Tidal; Energy; Renewable; Floating; Pontoon; Wave

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APA (6th Edition):

De Kloet, M. (2015). Tidal Wave Energy Converter:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cf190e4e-2efc-42f2-9086-d6159bf693e8

Chicago Manual of Style (16th Edition):

De Kloet, M. “Tidal Wave Energy Converter:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:cf190e4e-2efc-42f2-9086-d6159bf693e8.

MLA Handbook (7th Edition):

De Kloet, M. “Tidal Wave Energy Converter:.” 2015. Web. 20 Jun 2019.

Vancouver:

De Kloet M. Tidal Wave Energy Converter:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:cf190e4e-2efc-42f2-9086-d6159bf693e8.

Council of Science Editors:

De Kloet M. Tidal Wave Energy Converter:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:cf190e4e-2efc-42f2-9086-d6159bf693e8

27. Van der Aart, T. A future proof Eastern Scheldt storm surge barrier:.

Degree: 2015, Delft University of Technology

 The worst flood of the 20th century happened at the night of January 31, 1953. After this disastrous flood the Dutch government came up with… (more)

Subjects/Keywords: Eastern Scheldt storm surge barrier; Oosterscheldekering; Zandhonger

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APA (6th Edition):

Van der Aart, T. (2015). A future proof Eastern Scheldt storm surge barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cbfda74a-e08b-4026-a0d3-4db74a7a9a4a

Chicago Manual of Style (16th Edition):

Van der Aart, T. “A future proof Eastern Scheldt storm surge barrier:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:cbfda74a-e08b-4026-a0d3-4db74a7a9a4a.

MLA Handbook (7th Edition):

Van der Aart, T. “A future proof Eastern Scheldt storm surge barrier:.” 2015. Web. 20 Jun 2019.

Vancouver:

Van der Aart T. A future proof Eastern Scheldt storm surge barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:cbfda74a-e08b-4026-a0d3-4db74a7a9a4a.

Council of Science Editors:

Van der Aart T. A future proof Eastern Scheldt storm surge barrier:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:cbfda74a-e08b-4026-a0d3-4db74a7a9a4a


Delft University of Technology

28. Van Berchum, E.C. Pumped Hydro Storage: Pressure Cavern:.

Degree: 2014, Delft University of Technology

 The current Dutch electricity market is changing rapidly. New energy agreements demand 40% of Dutch electricity to be produced by renewable sources. This will complicate… (more)

Subjects/Keywords: energy storage; Salt Cavern; Salt Solution Mining; Pumped Hydro Storage; Netherlands; underground storage; Electricity Grid; water power; pump turbine

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APA (6th Edition):

Van Berchum, E. C. (2014). Pumped Hydro Storage: Pressure Cavern:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9eb4eaf6-e835-4974-86cd-9886f9985a7e

Chicago Manual of Style (16th Edition):

Van Berchum, E C. “Pumped Hydro Storage: Pressure Cavern:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:9eb4eaf6-e835-4974-86cd-9886f9985a7e.

MLA Handbook (7th Edition):

Van Berchum, E C. “Pumped Hydro Storage: Pressure Cavern:.” 2014. Web. 20 Jun 2019.

Vancouver:

Van Berchum EC. Pumped Hydro Storage: Pressure Cavern:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:9eb4eaf6-e835-4974-86cd-9886f9985a7e.

Council of Science Editors:

Van Berchum EC. Pumped Hydro Storage: Pressure Cavern:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:9eb4eaf6-e835-4974-86cd-9886f9985a7e


Delft University of Technology

29. Dijkstra, S.D. Zakkende grond op ankers:.

Degree: 2015, Delft University of Technology

 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… (more)

Subjects/Keywords: CUR 166; ankers; grond; zetting; embedded pile element; Plaxis 2D; Plaxis 3D

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Dijkstra, S. D. (2015). Zakkende grond op ankers:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:787fc710-52d0-4de6-9669-c2de10ba8018

Chicago Manual of Style (16th Edition):

Dijkstra, S D. “Zakkende grond op ankers:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:787fc710-52d0-4de6-9669-c2de10ba8018.

MLA Handbook (7th Edition):

Dijkstra, S D. “Zakkende grond op ankers:.” 2015. Web. 20 Jun 2019.

Vancouver:

Dijkstra SD. Zakkende grond op ankers:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:787fc710-52d0-4de6-9669-c2de10ba8018.

Council of Science Editors:

Dijkstra SD. Zakkende grond op ankers:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:787fc710-52d0-4de6-9669-c2de10ba8018


Delft University of Technology

30. Oosterlo, P. A method to calculate the probability of dike failure due to wave overtopping, including the infragravity waves and morphological changes:.

Degree: 2015, Delft University of Technology

 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… (more)

Subjects/Keywords: dikes; flood defences; wave overtopping; infragravity waves; morphology; probabilistic; foreshores; overtopping; morphological changes; soft solutions; Building with Nature; levees; dike-foreshore system; safety assessment; stochastic; XBeach; EurOtop; Adaptive Directional Importance Sampling; ADIS; hybrid defences; flood risk; BE-SAFE; hydrodynamics; probability of failure; reliability function; shallow foreshore; Westkapelle; sea defence; wave period; wave spectra

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Oosterlo, P. (2015). A method to calculate the probability of dike failure due to wave overtopping, including the infragravity waves and morphological changes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4c139e62-cc55-4013-844f-ad5d5ab62e29

Chicago Manual of Style (16th Edition):

Oosterlo, P. “A method to calculate the probability of dike failure due to wave overtopping, including the infragravity waves and morphological changes:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 20, 2019. http://resolver.tudelft.nl/uuid:4c139e62-cc55-4013-844f-ad5d5ab62e29.

MLA Handbook (7th Edition):

Oosterlo, P. “A method to calculate the probability of dike failure due to wave overtopping, including the infragravity waves and morphological changes:.” 2015. Web. 20 Jun 2019.

Vancouver:

Oosterlo P. A method to calculate the probability of dike failure due to wave overtopping, including the infragravity waves and morphological changes:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 20]. Available from: http://resolver.tudelft.nl/uuid:4c139e62-cc55-4013-844f-ad5d5ab62e29.

Council of Science Editors:

Oosterlo P. A method to calculate the probability of dike failure due to wave overtopping, including the infragravity waves and morphological changes:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:4c139e62-cc55-4013-844f-ad5d5ab62e29

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