Searched for: subject%3A%22full%255C-scale%255C+test%22
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Peerden, Jur (author)
The objective of this thesis is to enhance understanding of the behaviour of a flexible dolphin and its interaction with the surrounding soil in order to determine the optimal embedded depth. A comprehensive field test is conducted to gain deeper insights into the behaviour of the flexible dolphin and the soil surrounding the pile. The test...
master thesis 2023
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Lu, J. (author), Yang, Y. (author), van der Ham, H.W.M. (author), Fu, Danny (author)
Geopolymer concrete is a new alternative material to conventional concrete with less carbon dioxide emissions. Researchers have reported much research on the material properties of geopolymer concrete. However, research on the behaviour of this newmaterial at the structural level is still limited, especially at a full-scale structural level....
conference paper 2023
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Lengkeek, H.J. (author)
The Netherlands is inherently challenged by water, as a large part of the country lies below sea level and several major rivers in North-western Europe cross the country. The most prevalent form of protection from coastal and river floods in the Netherlands includes approximately 22,000 km of earthen dikes, of which 3800 km are primary flood...
doctoral thesis 2022
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Veer, F.A. (author), de Krom, Diana (author), Nijsse, R. (author)
A unique structural design was made for the glass façade of the Co-Creation Center building in Delft. The roof is completely carried by the glass fins. The fins are laterally stabilized by being included in the triple glazed façade. To certify the safety of the design full scale tests on the fins were done at Delft University of Technology. Due...
journal article 2021
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Drougkas, A. (author), Licciardello, L. (author), Rots, J.G. (author), Esposito, R. (author)
Induced seismicity due to gas extraction in the province of Groningen in the Netherlands has a noticeable impact on building structures. Historic masonry structures in the area, which are non-engineered and lacking empirical design features often present in traditionally seismic regions, are especially vulnerable to dynamic loading. Compounding...
conference paper 2020
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de Gast, T. (author), Hicks, M.A. (author), van den Eijnden, A.P. (author), Vardon, P.J. (author)
A reliability-based analysis framework, accounting for uncertainty arising from the spatial variability of soil properties, has been validated for the controlled, well-instrumented slope failure of an historic dyke in the Netherlands. Using soil property statistics derived from the results of laboratory and cone penetration test (CPT) data for...
journal article 2020
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Kementzetzidis, E. (author), Metrikine, A. (author), Versteijlen, Willem Geert (author), Pisano, F. (author)
With the offshore wind industry rapidly expanding worldwide, geotechnical research is being devoted to foundation optimisation - most intensively for large-diameter monopiles. The analysis and design of monopiles still suffers from significant uncertainties in relation to cyclic/dynamic loading conditions. The aim of this work is to shed new...
journal article 2020
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Lamens, Pascale (author), Askarinejad, A. (author), Sluijsmans, Robbin W. (author), Feddema, Antoine (author)
This paper presents an analysis of field measurements obtained during pile installation tests in a submerged sandy slope. The field test was performed in 2016 as part of the construction of a new sea lock in the Netherlands. Ground vibrations and excess pore pressures were to be limited in order to prevent damage to neighbouring locks and...
journal article 2020
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Zdravkovic, Lidija (author), Taborda, David M.G. (author), Potts, David M. (author), Abadias, David (author), Burd, Harvey J. (author), Byrne, Byron W. (author), Gavin, Kenneth (author), Houlsby, Guy T. (author), Jardine, Richard J. (author)
The PISA project was a combined field testing/numerical modelling study with the aim of developing improved design procedures for large-diameter piles subjected to lateral loading. This paper describes the development of a three-dimensional finite-element model for the medium-scale pile tests that were conducted in Cowden till as part of the...
journal article 2020
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Zdravkovic, Lidija (author), Jardine, Richard J. (author), Taborda, David M.G. (author), Abadias, David (author), Burd, Harvey J. (author), Byrne, Byron W. (author), Gavin, Kenneth (author), Houlsby, Guy T. (author), Igoe, David J.P. (author)
This paper is the first of a set of linked publications on the PISA Joint Industry Research Project, which was concerned with the development of improved design methods for monopile foundations in offshore wind applications. PISA involved large-scale pile tests in overconsolidated glacial till at Cowden, north-east England, and in dense,...
journal article 2020
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Byrne, Byron W. (author), McAdam, Ross A. (author), Burd, Harvey J. (author), Beuckelaers, William J.A.P. (author), Gavin, Kenneth (author), Houlsby, Guy T. (author), Igoe, David J.P. (author), Jardine, Richard J. (author), Martin, Christopher M. (author)
This paper describes the results obtained from a field testing campaign on laterally loaded monopiles conducted at Cowden, UK, where the soil consists principally of a heavily overconsolidated glacial till. These tests formed part of the PISA project on the development of improved design methods for monopile foundations for offshore wind...
journal article 2020
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McAdam, Ross A. (author), Byrne, Byron W. (author), Houlsby, Guy T. (author), Beuckelaers, William J.A.P. (author), Burd, Harvey J. (author), Gavin, Kenneth (author), Igoe, David J.P. (author), Jardine, Richard J. (author), Martin, Christopher M. (author)
The results obtained from a field testing campaign on laterally loaded monopiles, conducted at a dense sand site in Dunkirk, northern France are described. These tests formed part of the PISA project on the development of improved design methods for monopile foundations for offshore wind turbines. Results obtained from monotonic loading tests...
journal article 2020
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Breedeveld, J. (author), Zwanenburg, C. (author), Van, M. (author), Lengkeek, H.J. (author)
Levees in the Netherlands have traditionally been constructed from soil. Climate change and land subsidence require heightening and/or reinforcing these existing levees. Traditional reinforcements demand additional space, which in some cases conflicts with existing buildings. Applying sheet pile walls in levees allows for strengthening while...
conference paper 2019
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Sánchez-Aparicio, Luis Javier (author), Herrero Huerta, M. (author), Esposito, R. (author), Schipper, H.R. (author), González-Aguilera, Diego (author)
This paper proposes a photogrammetric procedure able to determine out-of-plane movements experienced by a masonry structure subjected to a quasi-static cyclic test. The method tracks the movement of circular targets by means of a coarse-to-fine strategy. These targets were captured by means of a photogrammetric network, made up of four...
journal article 2019
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Van Dalen, J.H. (author), Bosch, J.W. (author), Broere, W. (author)
Flow processes, taking place during the concreting of diaphragm wall panels (D-wall panels), are of great importance for the quality of the wall. During this phase, the bentonite, present in the excavated trench, should be completely replaced by concrete in a controlled way. In literature several cases are described in which this process...
conference paper 2015
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Flow processes, taking place during the concreting of diaphragm wall panels (D-wall panels), are of great importance for the quality of the wall. During this phase, the bentonite, present in the excavated trench, should be completely replaced by concrete in a controlled way. In literature several cases are described in which this process...
conference paper 2015
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Van Dalen, J.H. (author), Bosch, J.W. (author), Broere, W. (author)
Flow processes, taking place during the concreting of diaphragm wall panels (D-wall panels), are of great importance for the quality of the wall. During this phase, the bentonite, present in the excavated trench, should be completely replaced by concrete in a controlled way. In literature several cases are described in which this process...
conference paper 2015
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Boogaard, F.C. (author), Lucke, T. (author), Van de Giesen, N.C. (author), Van de Ven, F.H.M. (author)
Permeable pavements are a type of sustainable urban drainage system (SUDS) technique that are used around the world to infiltrate and treat urban stormwater runoff and to minimize runoff volumes. Urban stormwater runoff contains significant concentrations of suspended sediments that can cause clogging and reduce the infiltration capacity and...
journal article 2014
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Qiu, Wei (author)
journal article 2014
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Morch, Hans Jorgen B. (author), Hermundstad, Ole A. (author)
conference paper 2005
Searched for: subject%3A%22full%255C-scale%255C+test%22
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