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You searched for +publisher:"Delft University of Technology" +contributor:("Everts, H.J."). Showing records 1 – 30 of 71 total matches.

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Delft University of Technology

1. Vugt, E.A. Protecting New Orleans: revision of the hurricane protection system in order to prevent lake borgne induced flooding during hurricanes:.

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

 On the morning of August 29, 2005, Hurricane Katrina struck New Orleans. A storm of Katrinas strength and intensity is expected to cause major flooding… (more)

Subjects/Keywords: New Orleans; hurricane protection system

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APA (6th Edition):

Vugt, E. A. (2008). Protecting New Orleans: revision of the hurricane protection system in order to prevent lake borgne induced flooding during hurricanes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:63be2440-afa8-4135-bf96-325c04b3bdf1

Chicago Manual of Style (16th Edition):

Vugt, E A. “Protecting New Orleans: revision of the hurricane protection system in order to prevent lake borgne induced flooding during hurricanes:.” 2008. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:63be2440-afa8-4135-bf96-325c04b3bdf1.

MLA Handbook (7th Edition):

Vugt, E A. “Protecting New Orleans: revision of the hurricane protection system in order to prevent lake borgne induced flooding during hurricanes:.” 2008. Web. 19 Sep 2019.

Vancouver:

Vugt EA. Protecting New Orleans: revision of the hurricane protection system in order to prevent lake borgne induced flooding during hurricanes:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:63be2440-afa8-4135-bf96-325c04b3bdf1.

Council of Science Editors:

Vugt EA. Protecting New Orleans: revision of the hurricane protection system in order to prevent lake borgne induced flooding during hurricanes:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:63be2440-afa8-4135-bf96-325c04b3bdf1


Delft University of Technology

2. Van Leeuwen, R.E. Bouwputvernageling: Een studie naar een ontwerpmethodiek voor bouwputvernageling:.

Degree: 2008, Delft University of Technology

 Inleiding Voor het maken van ondergrondse constructies, zoals parkeergarages, worden al jaren bouwputten gerealiseerd. Meestal komt het voor dat aanvullende constructies nodig zijn om te… (more)

Subjects/Keywords: bouwputvernageling; opbarsten

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APA (6th Edition):

Van Leeuwen, R. E. (2008). Bouwputvernageling: Een studie naar een ontwerpmethodiek voor bouwputvernageling:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f08b4f82-38d7-416d-a075-0f5ad3ba9a9c

Chicago Manual of Style (16th Edition):

Van Leeuwen, R E. “Bouwputvernageling: Een studie naar een ontwerpmethodiek voor bouwputvernageling:.” 2008. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:f08b4f82-38d7-416d-a075-0f5ad3ba9a9c.

MLA Handbook (7th Edition):

Van Leeuwen, R E. “Bouwputvernageling: Een studie naar een ontwerpmethodiek voor bouwputvernageling:.” 2008. Web. 19 Sep 2019.

Vancouver:

Van Leeuwen RE. Bouwputvernageling: Een studie naar een ontwerpmethodiek voor bouwputvernageling:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:f08b4f82-38d7-416d-a075-0f5ad3ba9a9c.

Council of Science Editors:

Van Leeuwen RE. Bouwputvernageling: Een studie naar een ontwerpmethodiek voor bouwputvernageling:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:f08b4f82-38d7-416d-a075-0f5ad3ba9a9c


Delft University of Technology

3. Van Gorp, G.J.C. Optimization of modeling pile foundations:.

Degree: 2014, Delft University of Technology

 In this thesis different models are considered which can deal with the interaction between pile foundations and structures. This to find the most efficient way… (more)

Subjects/Keywords: Foundation piles; D-Pile; Plaxis; Scia Engineer; Soil-structure interaction

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APA (6th Edition):

Van Gorp, G. J. C. (2014). Optimization of modeling pile foundations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:50ef019c-c341-44af-9678-e5b31d15559a

Chicago Manual of Style (16th Edition):

Van Gorp, G J C. “Optimization of modeling pile foundations:.” 2014. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:50ef019c-c341-44af-9678-e5b31d15559a.

MLA Handbook (7th Edition):

Van Gorp, G J C. “Optimization of modeling pile foundations:.” 2014. Web. 19 Sep 2019.

Vancouver:

Van Gorp GJC. Optimization of modeling pile foundations:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:50ef019c-c341-44af-9678-e5b31d15559a.

Council of Science Editors:

Van Gorp GJC. Optimization of modeling pile foundations:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:50ef019c-c341-44af-9678-e5b31d15559a


Delft University of Technology

4. Uwimana, L. Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :.

Degree: 2011, Delft University of Technology

 This study intends to develop a design method of adding more stories on existing building by using a case study of construction project in Leidschendam… (more)

Subjects/Keywords: adding floors on existing building; extending the existing low riser building into a multistory building; adding more stories on existing building

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APA (6th Edition):

Uwimana, L. (2011). Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c19c0a30-075b-4911-9352-0d9f480f39d5

Chicago Manual of Style (16th Edition):

Uwimana, L. “Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :.” 2011. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:c19c0a30-075b-4911-9352-0d9f480f39d5.

MLA Handbook (7th Edition):

Uwimana, L. “Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :.” 2011. Web. 19 Sep 2019.

Vancouver:

Uwimana L. Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:c19c0a30-075b-4911-9352-0d9f480f39d5.

Council of Science Editors:

Uwimana L. Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:c19c0a30-075b-4911-9352-0d9f480f39d5


Delft University of Technology

5. Arkesteijn, R.T. Dimensionering van onderwaterbetonvloeren :.

Degree: 2012, Delft University of Technology

 Samenvatting is verwerkt in document, hoofstukken omvatten: - gevoeligheidsanalyses - betontechnologische aspecten - gebruik van 2D-rekenmodel - toetsing in BGT en UGT - constructieve veiligheide… (more)

Subjects/Keywords: CUR-aanbeveling 77; CUR77; CUR236; onderwaterbetonvloeren; underwater concrete floors; staalvezel; steel fibre; ankerpalen; anchor piles

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APA (6th Edition):

Arkesteijn, R. T. (2012). Dimensionering van onderwaterbetonvloeren :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:894f9135-0edc-4a8d-9d0e-324b0adc5bf9

Chicago Manual of Style (16th Edition):

Arkesteijn, R T. “Dimensionering van onderwaterbetonvloeren :.” 2012. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:894f9135-0edc-4a8d-9d0e-324b0adc5bf9.

MLA Handbook (7th Edition):

Arkesteijn, R T. “Dimensionering van onderwaterbetonvloeren :.” 2012. Web. 19 Sep 2019.

Vancouver:

Arkesteijn RT. Dimensionering van onderwaterbetonvloeren :. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:894f9135-0edc-4a8d-9d0e-324b0adc5bf9.

Council of Science Editors:

Arkesteijn RT. Dimensionering van onderwaterbetonvloeren :. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:894f9135-0edc-4a8d-9d0e-324b0adc5bf9


Delft University of Technology

6. Sligman, S. Een constructief ontwerp voor "The Wave":.

Degree: 2010, Delft University of Technology

 Op een locatie midden in Rotterdam aan de Aert van Nesstraat, een zijstraat van de Coolsingel, staat het huidige gebouw „Rotterdam Building‟. Dit gebouw is… (more)

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APA (6th Edition):

Sligman, S. (2010). Een constructief ontwerp voor "The Wave":. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c01d68f8-8198-4ba1-a1eb-b992f2e353d5

Chicago Manual of Style (16th Edition):

Sligman, S. “Een constructief ontwerp voor "The Wave":.” 2010. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:c01d68f8-8198-4ba1-a1eb-b992f2e353d5.

MLA Handbook (7th Edition):

Sligman, S. “Een constructief ontwerp voor "The Wave":.” 2010. Web. 19 Sep 2019.

Vancouver:

Sligman S. Een constructief ontwerp voor "The Wave":. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:c01d68f8-8198-4ba1-a1eb-b992f2e353d5.

Council of Science Editors:

Sligman S. Een constructief ontwerp voor "The Wave":. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:c01d68f8-8198-4ba1-a1eb-b992f2e353d5


Delft University of Technology

7. Rindertsma, J. Bouwputten met permanente geprefabriceerde betonnen stempelramen:.

Degree: 2008, Delft University of Technology

 Ondergronds bouwen is in opkomst en zal in de toekomst steeds vaker worden toegepast in Nederland. Voor het uitvoeren van ondergrondse constructies moet met behulp… (more)

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APA (6th Edition):

Rindertsma, J. (2008). Bouwputten met permanente geprefabriceerde betonnen stempelramen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:749c8a67-ae5b-4585-9ccf-5b093ac6de0b

Chicago Manual of Style (16th Edition):

Rindertsma, J. “Bouwputten met permanente geprefabriceerde betonnen stempelramen:.” 2008. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:749c8a67-ae5b-4585-9ccf-5b093ac6de0b.

MLA Handbook (7th Edition):

Rindertsma, J. “Bouwputten met permanente geprefabriceerde betonnen stempelramen:.” 2008. Web. 19 Sep 2019.

Vancouver:

Rindertsma J. Bouwputten met permanente geprefabriceerde betonnen stempelramen:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:749c8a67-ae5b-4585-9ccf-5b093ac6de0b.

Council of Science Editors:

Rindertsma J. Bouwputten met permanente geprefabriceerde betonnen stempelramen:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:749c8a67-ae5b-4585-9ccf-5b093ac6de0b


Delft University of Technology

8. De Groot, P.H. The Parallel Seismic detection of defects in pile foundations:.

Degree: 2014, Delft University of Technology

 The Parallel Seismic (PS) test is a non-destructive test that is used to determine the depth of foundations. This thesis explores the use of the… (more)

Subjects/Keywords: defects; Parallel seismic; detection; acoustics

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APA (6th Edition):

De Groot, P. H. (2014). The Parallel Seismic detection of defects in pile foundations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:166db64f-7fee-4779-af44-efbe069397af

Chicago Manual of Style (16th Edition):

De Groot, P H. “The Parallel Seismic detection of defects in pile foundations:.” 2014. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:166db64f-7fee-4779-af44-efbe069397af.

MLA Handbook (7th Edition):

De Groot, P H. “The Parallel Seismic detection of defects in pile foundations:.” 2014. Web. 19 Sep 2019.

Vancouver:

De Groot PH. The Parallel Seismic detection of defects in pile foundations:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:166db64f-7fee-4779-af44-efbe069397af.

Council of Science Editors:

De Groot PH. The Parallel Seismic detection of defects in pile foundations:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:166db64f-7fee-4779-af44-efbe069397af


Delft University of Technology

9. Hopman, P.T. An investigation of the overlapping passive zones using a novel geotechnical centrifuge model:.

Degree: 2016, Delft University of Technology

 To improve the design of soil retaining walls in narrow trenches, a design optimization tool is introduced by Hosseinzadeh and Joosse (2015). This design optimisation… (more)

Subjects/Keywords: passive earth pressure coefficient; sheet pile; retaining wall; overlapping passive zones; intensification factor; centrifuge modelling

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APA (6th Edition):

Hopman, P. T. (2016). An investigation of the overlapping passive zones using a novel geotechnical centrifuge model:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0b82577d-ad7d-4ee0-8e05-0dfa70b2fe00

Chicago Manual of Style (16th Edition):

Hopman, P T. “An investigation of the overlapping passive zones using a novel geotechnical centrifuge model:.” 2016. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:0b82577d-ad7d-4ee0-8e05-0dfa70b2fe00.

MLA Handbook (7th Edition):

Hopman, P T. “An investigation of the overlapping passive zones using a novel geotechnical centrifuge model:.” 2016. Web. 19 Sep 2019.

Vancouver:

Hopman PT. An investigation of the overlapping passive zones using a novel geotechnical centrifuge model:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:0b82577d-ad7d-4ee0-8e05-0dfa70b2fe00.

Council of Science Editors:

Hopman PT. An investigation of the overlapping passive zones using a novel geotechnical centrifuge model:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:0b82577d-ad7d-4ee0-8e05-0dfa70b2fe00


Delft University of Technology

10. Den Arend, D.E. Schelpfactoren bij door grond horizontaal belaste palen:.

Degree: 2010, Delft University of Technology

 Piles subjected to horizontal soil displacements are a common phenomenon at constructions next to soil embankments, for example an abutment of a bridge. Shell factors… (more)

Subjects/Keywords: Shell factor; pile; foundation; soil displacement

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APA (6th Edition):

Den Arend, D. E. (2010). Schelpfactoren bij door grond horizontaal belaste palen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:90a59158-6c35-49b0-bfdf-3bcffb11bb91

Chicago Manual of Style (16th Edition):

Den Arend, D E. “Schelpfactoren bij door grond horizontaal belaste palen:.” 2010. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:90a59158-6c35-49b0-bfdf-3bcffb11bb91.

MLA Handbook (7th Edition):

Den Arend, D E. “Schelpfactoren bij door grond horizontaal belaste palen:.” 2010. Web. 19 Sep 2019.

Vancouver:

Den Arend DE. Schelpfactoren bij door grond horizontaal belaste palen:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:90a59158-6c35-49b0-bfdf-3bcffb11bb91.

Council of Science Editors:

Den Arend DE. Schelpfactoren bij door grond horizontaal belaste palen:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:90a59158-6c35-49b0-bfdf-3bcffb11bb91


Delft University of Technology

11. Siderius, K. Tijdsafhankelijke effecten bij door grond horizontaal belaste palen:.

Degree: 2011, Delft University of Technology

 In dit afstudeeronderzoek is aan de hand van meetresultaten van een proefterp in de Bloemendalerpolder een model in PLAXIS 3D gecreëerd om de tijdsafhankelijke effecten… (more)

Subjects/Keywords: Horizontale grondverplaatsing; Plaxis; Tijdsafhankelijheid

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APA (6th Edition):

Siderius, K. (2011). Tijdsafhankelijke effecten bij door grond horizontaal belaste palen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8e8a92a8-42e1-4cec-92e4-5f34c149fcf8

Chicago Manual of Style (16th Edition):

Siderius, K. “Tijdsafhankelijke effecten bij door grond horizontaal belaste palen:.” 2011. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:8e8a92a8-42e1-4cec-92e4-5f34c149fcf8.

MLA Handbook (7th Edition):

Siderius, K. “Tijdsafhankelijke effecten bij door grond horizontaal belaste palen:.” 2011. Web. 19 Sep 2019.

Vancouver:

Siderius K. Tijdsafhankelijke effecten bij door grond horizontaal belaste palen:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:8e8a92a8-42e1-4cec-92e4-5f34c149fcf8.

Council of Science Editors:

Siderius K. Tijdsafhankelijke effecten bij door grond horizontaal belaste palen:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:8e8a92a8-42e1-4cec-92e4-5f34c149fcf8


Delft University of Technology

12. Vanidis, G.I. Port of Thessaloniki: masterplan:.

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

 The Port of Thessaloniki is the second biggest port in Greece after Piraeus. Located in the Northern part of the country, it has a large… (more)

Subjects/Keywords: Thessaloniki

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APA (6th Edition):

Vanidis, G. I. (2008). Port of Thessaloniki: masterplan:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ef97dcda-07cf-4af7-a930-598e06f36267

Chicago Manual of Style (16th Edition):

Vanidis, G I. “Port of Thessaloniki: masterplan:.” 2008. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:ef97dcda-07cf-4af7-a930-598e06f36267.

MLA Handbook (7th Edition):

Vanidis, G I. “Port of Thessaloniki: masterplan:.” 2008. Web. 19 Sep 2019.

Vancouver:

Vanidis GI. Port of Thessaloniki: masterplan:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:ef97dcda-07cf-4af7-a930-598e06f36267.

Council of Science Editors:

Vanidis GI. Port of Thessaloniki: masterplan:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:ef97dcda-07cf-4af7-a930-598e06f36267


Delft University of Technology

13. Karamperidou, A. Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:.

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

 In cases where the sheet pilling is allowed, when great retaining heights have to be achieved a combined quay wall structure is normally used. This… (more)

Subjects/Keywords: quay wall; sheet pile wall; relieving platform; finite element method

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APA (6th Edition):

Karamperidou, A. (2008). Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8e96814f-0862-424e-991e-c1a53c41bf61

Chicago Manual of Style (16th Edition):

Karamperidou, A. “Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:.” 2008. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:8e96814f-0862-424e-991e-c1a53c41bf61.

MLA Handbook (7th Edition):

Karamperidou, A. “Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:.” 2008. Web. 19 Sep 2019.

Vancouver:

Karamperidou A. Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:8e96814f-0862-424e-991e-c1a53c41bf61.

Council of Science Editors:

Karamperidou A. Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:8e96814f-0862-424e-991e-c1a53c41bf61


Delft University of Technology

14. Bol, J. Floating Piles: An investigative study into the behavior of friction piles installed within a settling soil profile:.

Degree: 2012, Delft University of Technology

 The construction of an artificial island is one of the solutions to be able to drill for oil safely in the Caspian Sea. On this… (more)

Subjects/Keywords: floating piles

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APA (6th Edition):

Bol, J. (2012). Floating Piles: An investigative study into the behavior of friction piles installed within a settling soil profile:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:54645bb1-8332-49bc-b10c-c89954983e17

Chicago Manual of Style (16th Edition):

Bol, J. “Floating Piles: An investigative study into the behavior of friction piles installed within a settling soil profile:.” 2012. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:54645bb1-8332-49bc-b10c-c89954983e17.

MLA Handbook (7th Edition):

Bol, J. “Floating Piles: An investigative study into the behavior of friction piles installed within a settling soil profile:.” 2012. Web. 19 Sep 2019.

Vancouver:

Bol J. Floating Piles: An investigative study into the behavior of friction piles installed within a settling soil profile:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:54645bb1-8332-49bc-b10c-c89954983e17.

Council of Science Editors:

Bol J. Floating Piles: An investigative study into the behavior of friction piles installed within a settling soil profile:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:54645bb1-8332-49bc-b10c-c89954983e17


Delft University of Technology

15. Van Kempen, I.M. Rüttel-Injectiepalen: Ontwerp, proef, monitoring en modellering:.

Degree: 2010, Delft University of Technology

 Samenvatting Van Hattum en Blankevoort is als hoofdaannemer actief in contract 8.2 van de Noord/Zuidlijn, de bouw van het station RAI/Europaplein. In dit project wordt… (more)

Subjects/Keywords: injectiepalen

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APA (6th Edition):

Van Kempen, I. M. (2010). Rüttel-Injectiepalen: Ontwerp, proef, monitoring en modellering:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:09fbe7d3-44c5-443d-8f05-53c958d13f22

Chicago Manual of Style (16th Edition):

Van Kempen, I M. “Rüttel-Injectiepalen: Ontwerp, proef, monitoring en modellering:.” 2010. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:09fbe7d3-44c5-443d-8f05-53c958d13f22.

MLA Handbook (7th Edition):

Van Kempen, I M. “Rüttel-Injectiepalen: Ontwerp, proef, monitoring en modellering:.” 2010. Web. 19 Sep 2019.

Vancouver:

Van Kempen IM. Rüttel-Injectiepalen: Ontwerp, proef, monitoring en modellering:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:09fbe7d3-44c5-443d-8f05-53c958d13f22.

Council of Science Editors:

Van Kempen IM. Rüttel-Injectiepalen: Ontwerp, proef, monitoring en modellering:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:09fbe7d3-44c5-443d-8f05-53c958d13f22


Delft University of Technology

16. Gatta , P. Design of Berth n.12 in the Port of Ventspil, Latvia :.

Degree: 2011, Delft University of Technology

 Ventspil Free Port Authority has commissioned the design of a new berth capable of hosting post Panamax vessels and having a retaining height of 18.5… (more)

Subjects/Keywords: quay wall; pipeline; plaxis; foundation; relieving floor

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APA (6th Edition):

Gatta , P. (2011). Design of Berth n.12 in the Port of Ventspil, Latvia :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c453ae9c-46dc-4f90-9b3c-ed358fdd66ea

Chicago Manual of Style (16th Edition):

Gatta , P. “Design of Berth n.12 in the Port of Ventspil, Latvia :.” 2011. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:c453ae9c-46dc-4f90-9b3c-ed358fdd66ea.

MLA Handbook (7th Edition):

Gatta , P. “Design of Berth n.12 in the Port of Ventspil, Latvia :.” 2011. Web. 19 Sep 2019.

Vancouver:

Gatta P. Design of Berth n.12 in the Port of Ventspil, Latvia :. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:c453ae9c-46dc-4f90-9b3c-ed358fdd66ea.

Council of Science Editors:

Gatta P. Design of Berth n.12 in the Port of Ventspil, Latvia :. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:c453ae9c-46dc-4f90-9b3c-ed358fdd66ea


Delft University of Technology

17. Dao, T.P.T. Validation of PLAXIS Embedded Piles For Lateral Loading:.

Degree: 2011, Delft University of Technology

 In recent years, the embedded pile model has been successfully implemented in PLAXIS 3D. The embedded pile consists of beam elements connecting to the surrounding… (more)

Subjects/Keywords: Plaxis

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APA (6th Edition):

Dao, T. P. T. (2011). Validation of PLAXIS Embedded Piles For Lateral Loading:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a713bc26-25b7-49d4-bef0-9103ea395474

Chicago Manual of Style (16th Edition):

Dao, T P T. “Validation of PLAXIS Embedded Piles For Lateral Loading:.” 2011. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:a713bc26-25b7-49d4-bef0-9103ea395474.

MLA Handbook (7th Edition):

Dao, T P T. “Validation of PLAXIS Embedded Piles For Lateral Loading:.” 2011. Web. 19 Sep 2019.

Vancouver:

Dao TPT. Validation of PLAXIS Embedded Piles For Lateral Loading:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:a713bc26-25b7-49d4-bef0-9103ea395474.

Council of Science Editors:

Dao TPT. Validation of PLAXIS Embedded Piles For Lateral Loading:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:a713bc26-25b7-49d4-bef0-9103ea395474


Delft University of Technology

18. Kimenai, J. Grondvervormingen ten gevolge van het maken van bouwputten:.

Degree: 2011, Delft University of Technology

 Dit afstudeeronderzoek richt zich op het grondvervormingsgedrag naast aan te leggen bouwputten. Vooral bij diepe bouwputten in stedelijke omgeving is het onduidelijk hoe en waar… (more)

Subjects/Keywords: bouwputten; vervorming; grond

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APA (6th Edition):

Kimenai, J. (2011). Grondvervormingen ten gevolge van het maken van bouwputten:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d94a2331-256e-4070-af2f-3b0a5f195744

Chicago Manual of Style (16th Edition):

Kimenai, J. “Grondvervormingen ten gevolge van het maken van bouwputten:.” 2011. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:d94a2331-256e-4070-af2f-3b0a5f195744.

MLA Handbook (7th Edition):

Kimenai, J. “Grondvervormingen ten gevolge van het maken van bouwputten:.” 2011. Web. 19 Sep 2019.

Vancouver:

Kimenai J. Grondvervormingen ten gevolge van het maken van bouwputten:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:d94a2331-256e-4070-af2f-3b0a5f195744.

Council of Science Editors:

Kimenai J. Grondvervormingen ten gevolge van het maken van bouwputten:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:d94a2331-256e-4070-af2f-3b0a5f195744


Delft University of Technology

19. Winter, U.M. Super high-rise in Rotterdam:.

Degree: 2011, Delft University of Technology

 There is large difference in height between high-rise buildings in the Netherlands and high-rise in other continents such as North America and Asia. The tallest… (more)

Subjects/Keywords: high-rise; Rotterdam; building engineering

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APA (6th Edition):

Winter, U. M. (2011). Super high-rise in Rotterdam:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b87e7309-3a5c-40fa-877e-3c976b6a67f5

Chicago Manual of Style (16th Edition):

Winter, U M. “Super high-rise in Rotterdam:.” 2011. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:b87e7309-3a5c-40fa-877e-3c976b6a67f5.

MLA Handbook (7th Edition):

Winter, U M. “Super high-rise in Rotterdam:.” 2011. Web. 19 Sep 2019.

Vancouver:

Winter UM. Super high-rise in Rotterdam:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:b87e7309-3a5c-40fa-877e-3c976b6a67f5.

Council of Science Editors:

Winter UM. Super high-rise in Rotterdam:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:b87e7309-3a5c-40fa-877e-3c976b6a67f5


Delft University of Technology

20. Schippers, R.O. Zwelbelasting op onderwaterbetonvloeren en trekpalen: De interactie met trekpalen:.

Degree: 2009, Delft University of Technology

 In Nederland bestaat er bij het realiseren van bouwkuipen met een onderwaterbetonvloer en trekpalen, in de veelal slappe ondergrond, onzekerheid over de gevolgen die een… (more)

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APA (6th Edition):

Schippers, R. O. (2009). Zwelbelasting op onderwaterbetonvloeren en trekpalen: De interactie met trekpalen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:15135e26-f92a-4329-9410-cde47ce62ce2

Chicago Manual of Style (16th Edition):

Schippers, R O. “Zwelbelasting op onderwaterbetonvloeren en trekpalen: De interactie met trekpalen:.” 2009. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:15135e26-f92a-4329-9410-cde47ce62ce2.

MLA Handbook (7th Edition):

Schippers, R O. “Zwelbelasting op onderwaterbetonvloeren en trekpalen: De interactie met trekpalen:.” 2009. Web. 19 Sep 2019.

Vancouver:

Schippers RO. Zwelbelasting op onderwaterbetonvloeren en trekpalen: De interactie met trekpalen:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:15135e26-f92a-4329-9410-cde47ce62ce2.

Council of Science Editors:

Schippers RO. Zwelbelasting op onderwaterbetonvloeren en trekpalen: De interactie met trekpalen:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:15135e26-f92a-4329-9410-cde47ce62ce2


Delft University of Technology

21. De Blaeij, T. On the modelling of installation effects on laterally cyclic loaded monopiles:.

Degree: 2013, Delft University of Technology

 Monopiles are being used more extensively for offshore wind turbine foundation. Current guidelines on the construction of fixed offshore foundations still base the design of… (more)

Subjects/Keywords: monopile; installation; cyclic; lateral; centrifuge; modelling; physical; offshore; foundation; effect

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APA (6th Edition):

De Blaeij, T. (2013). On the modelling of installation effects on laterally cyclic loaded monopiles:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cc44b52f-a15a-4e16-bc7d-ce8923057c73

Chicago Manual of Style (16th Edition):

De Blaeij, T. “On the modelling of installation effects on laterally cyclic loaded monopiles:.” 2013. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:cc44b52f-a15a-4e16-bc7d-ce8923057c73.

MLA Handbook (7th Edition):

De Blaeij, T. “On the modelling of installation effects on laterally cyclic loaded monopiles:.” 2013. Web. 19 Sep 2019.

Vancouver:

De Blaeij T. On the modelling of installation effects on laterally cyclic loaded monopiles:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:cc44b52f-a15a-4e16-bc7d-ce8923057c73.

Council of Science Editors:

De Blaeij T. On the modelling of installation effects on laterally cyclic loaded monopiles:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:cc44b52f-a15a-4e16-bc7d-ce8923057c73


Delft University of Technology

22. Tromp, R.L. Study on the design of barriers in the Tien River estuary and the upstream effects due to closure:.

Degree: 2013, Delft University of Technology

 The Mekong Delta is located in the South of Vietnam, where the Mekong River flows into the East Sea. The Mekong Delta is responsible for… (more)

Subjects/Keywords: Mekong Delta; Delft3D; river model; salt water intrusion; barrier

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APA (6th Edition):

Tromp, R. L. (2013). Study on the design of barriers in the Tien River estuary and the upstream effects due to closure:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:80aa7dab-a01f-4441-b858-36cbd3c77ff3

Chicago Manual of Style (16th Edition):

Tromp, R L. “Study on the design of barriers in the Tien River estuary and the upstream effects due to closure:.” 2013. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:80aa7dab-a01f-4441-b858-36cbd3c77ff3.

MLA Handbook (7th Edition):

Tromp, R L. “Study on the design of barriers in the Tien River estuary and the upstream effects due to closure:.” 2013. Web. 19 Sep 2019.

Vancouver:

Tromp RL. Study on the design of barriers in the Tien River estuary and the upstream effects due to closure:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:80aa7dab-a01f-4441-b858-36cbd3c77ff3.

Council of Science Editors:

Tromp RL. Study on the design of barriers in the Tien River estuary and the upstream effects due to closure:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:80aa7dab-a01f-4441-b858-36cbd3c77ff3


Delft University of Technology

23. Schoutens, P. Constructing a parking garage underneath historical city canals - a case study:.

Degree: 2009, Delft University of Technology

 Typical Dutch historical city centres are characterised by the presence of canals. Due to increasing demands on public space, these canals make promising locations for… (more)

Subjects/Keywords: parking garage; pneumatic caisson; prefab immersion element; underwater construction

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APA (6th Edition):

Schoutens, P. (2009). Constructing a parking garage underneath historical city canals - a case study:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bcf5c485-cb0c-482d-9287-ffb32679b698

Chicago Manual of Style (16th Edition):

Schoutens, P. “Constructing a parking garage underneath historical city canals - a case study:.” 2009. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:bcf5c485-cb0c-482d-9287-ffb32679b698.

MLA Handbook (7th Edition):

Schoutens, P. “Constructing a parking garage underneath historical city canals - a case study:.” 2009. Web. 19 Sep 2019.

Vancouver:

Schoutens P. Constructing a parking garage underneath historical city canals - a case study:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:bcf5c485-cb0c-482d-9287-ffb32679b698.

Council of Science Editors:

Schoutens P. Constructing a parking garage underneath historical city canals - a case study:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:bcf5c485-cb0c-482d-9287-ffb32679b698


Delft University of Technology

24. Chatzivasileiou, G.I. Installation of suction caissons in layered sand: Assessment of geotechnical aspects :.

Degree: 2014, Delft University of Technology

 Suction caissons are used more and more for various in the oil&gas and offshore wind industries. Although, the use of suction caissons is not new,… (more)

Subjects/Keywords: suction caissons; layered conditions; offshore foundations; installation design

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APA (6th Edition):

Chatzivasileiou, G. I. (2014). Installation of suction caissons in layered sand: Assessment of geotechnical aspects :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bf2f9c3c-dc96-4487-bb73-784d90f7ac33

Chicago Manual of Style (16th Edition):

Chatzivasileiou, G I. “Installation of suction caissons in layered sand: Assessment of geotechnical aspects :.” 2014. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:bf2f9c3c-dc96-4487-bb73-784d90f7ac33.

MLA Handbook (7th Edition):

Chatzivasileiou, G I. “Installation of suction caissons in layered sand: Assessment of geotechnical aspects :.” 2014. Web. 19 Sep 2019.

Vancouver:

Chatzivasileiou GI. Installation of suction caissons in layered sand: Assessment of geotechnical aspects :. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:bf2f9c3c-dc96-4487-bb73-784d90f7ac33.

Council of Science Editors:

Chatzivasileiou GI. Installation of suction caissons in layered sand: Assessment of geotechnical aspects :. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:bf2f9c3c-dc96-4487-bb73-784d90f7ac33


Delft University of Technology

25. Grotegoed, D. The Gevelco quay wall: Research into the causes of the measured displacements:.

Degree: 2010, Delft University of Technology

 In this thesis, an investigation is described to the measured horizontal displacements of a quay wall in the Port of Rotterdam. This quay wall was… (more)

Subjects/Keywords: quay wall; anchor wall; cyclic loading

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APA (6th Edition):

Grotegoed, D. (2010). The Gevelco quay wall: Research into the causes of the measured displacements:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952

Chicago Manual of Style (16th Edition):

Grotegoed, D. “The Gevelco quay wall: Research into the causes of the measured displacements:.” 2010. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952.

MLA Handbook (7th Edition):

Grotegoed, D. “The Gevelco quay wall: Research into the causes of the measured displacements:.” 2010. Web. 19 Sep 2019.

Vancouver:

Grotegoed D. The Gevelco quay wall: Research into the causes of the measured displacements:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952.

Council of Science Editors:

Grotegoed D. The Gevelco quay wall: Research into the causes of the measured displacements:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952


Delft University of Technology

26. Lankreijer, T.M.A. Flexural buckling of micro piles - Buigingsknik van ankerpalen:.

Degree: 2014, Delft University of Technology

 This thesis focuses on the stability of slender micro piles with a diameter of 100-400mm in soft soils when used in compressive situations. In the… (more)

Subjects/Keywords: micropile; buckling; p-y curve; ankerpalen; knik; PLAXIS 3D; DSheet

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APA (6th Edition):

Lankreijer, T. M. A. (2014). Flexural buckling of micro piles - Buigingsknik van ankerpalen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7ad4ab46-1471-4ab8-82ea-c52567f2785a

Chicago Manual of Style (16th Edition):

Lankreijer, T M A. “Flexural buckling of micro piles - Buigingsknik van ankerpalen:.” 2014. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:7ad4ab46-1471-4ab8-82ea-c52567f2785a.

MLA Handbook (7th Edition):

Lankreijer, T M A. “Flexural buckling of micro piles - Buigingsknik van ankerpalen:.” 2014. Web. 19 Sep 2019.

Vancouver:

Lankreijer TMA. Flexural buckling of micro piles - Buigingsknik van ankerpalen:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:7ad4ab46-1471-4ab8-82ea-c52567f2785a.

Council of Science Editors:

Lankreijer TMA. Flexural buckling of micro piles - Buigingsknik van ankerpalen:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:7ad4ab46-1471-4ab8-82ea-c52567f2785a


Delft University of Technology

27. Den Boogert, T.J.M. Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:.

Degree: 2011, Delft University of Technology

 In the last few years, the CUR committee 159B has been working on the new Dutch Design Guideline for the design of piled embankments. To… (more)

Subjects/Keywords: plaxis 3D tunnel; piled embankment; geosynthetic reinforcement; scale test; arching

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APA (6th Edition):

Den Boogert, T. J. M. (2011). Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:05ed172b-dcfc-4752-b575-0d155a6bb4a0

Chicago Manual of Style (16th Edition):

Den Boogert, T J M. “Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:.” 2011. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:05ed172b-dcfc-4752-b575-0d155a6bb4a0.

MLA Handbook (7th Edition):

Den Boogert, T J M. “Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:.” 2011. Web. 19 Sep 2019.

Vancouver:

Den Boogert TJM. Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:05ed172b-dcfc-4752-b575-0d155a6bb4a0.

Council of Science Editors:

Den Boogert TJM. Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:05ed172b-dcfc-4752-b575-0d155a6bb4a0


Delft University of Technology

28. Bekken, L. Lateral behavior of large diameter offshore monopile foundations for wind turbines:.

Degree: 2009, Delft University of Technology

 Offshore wind parks promise to become an important source of energy in the near future. To make economic use of offshore wind energy possible, foundation… (more)

Subjects/Keywords: wind turbines; lateral behavior

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

APA (6th Edition):

Bekken, L. (2009). Lateral behavior of large diameter offshore monopile foundations for wind turbines:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0d7d6c8d-0466-49d1-8252-73d26a6e752d

Chicago Manual of Style (16th Edition):

Bekken, L. “Lateral behavior of large diameter offshore monopile foundations for wind turbines:.” 2009. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:0d7d6c8d-0466-49d1-8252-73d26a6e752d.

MLA Handbook (7th Edition):

Bekken, L. “Lateral behavior of large diameter offshore monopile foundations for wind turbines:.” 2009. Web. 19 Sep 2019.

Vancouver:

Bekken L. Lateral behavior of large diameter offshore monopile foundations for wind turbines:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:0d7d6c8d-0466-49d1-8252-73d26a6e752d.

Council of Science Editors:

Bekken L. Lateral behavior of large diameter offshore monopile foundations for wind turbines:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:0d7d6c8d-0466-49d1-8252-73d26a6e752d


Delft University of Technology

29. Nterekas, D. Failure of Peat Dikes due to Drought:.

Degree: 2009, Delft University of Technology

 This research investigates the Wilnis dike failure that occurred in the dry summer of 2003. It is believed that drought played an important role in… (more)

Subjects/Keywords: peat dikes; drought; failure; simple shear; Plaxis; hardening soil model

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

APA (6th Edition):

Nterekas, D. (2009). Failure of Peat Dikes due to Drought:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6ef38a8d-093b-4f42-8c24-b15bb8ed551b

Chicago Manual of Style (16th Edition):

Nterekas, D. “Failure of Peat Dikes due to Drought:.” 2009. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:6ef38a8d-093b-4f42-8c24-b15bb8ed551b.

MLA Handbook (7th Edition):

Nterekas, D. “Failure of Peat Dikes due to Drought:.” 2009. Web. 19 Sep 2019.

Vancouver:

Nterekas D. Failure of Peat Dikes due to Drought:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:6ef38a8d-093b-4f42-8c24-b15bb8ed551b.

Council of Science Editors:

Nterekas D. Failure of Peat Dikes due to Drought:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:6ef38a8d-093b-4f42-8c24-b15bb8ed551b


Delft University of Technology

30. Spruit, P.J. Negative Skin Friction: Design challenges in Singapore:.

Degree: 2011, Delft University of Technology

 Singapore is an island city-state in the South-East region of Asia. With an area of approximately 700 km2 and about 5.0 million inhabitants, Singapore is… (more)

Subjects/Keywords: negative skin friction; Singapore

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

APA (6th Edition):

Spruit, P. J. (2011). Negative Skin Friction: Design challenges in Singapore:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c851cd85-790e-4fa6-945f-5763582b4718

Chicago Manual of Style (16th Edition):

Spruit, P J. “Negative Skin Friction: Design challenges in Singapore:.” 2011. Masters Thesis, Delft University of Technology. Accessed September 19, 2019. http://resolver.tudelft.nl/uuid:c851cd85-790e-4fa6-945f-5763582b4718.

MLA Handbook (7th Edition):

Spruit, P J. “Negative Skin Friction: Design challenges in Singapore:.” 2011. Web. 19 Sep 2019.

Vancouver:

Spruit PJ. Negative Skin Friction: Design challenges in Singapore:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 19]. Available from: http://resolver.tudelft.nl/uuid:c851cd85-790e-4fa6-945f-5763582b4718.

Council of Science Editors:

Spruit PJ. Negative Skin Friction: Design challenges in Singapore:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:c851cd85-790e-4fa6-945f-5763582b4718

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