Searched for: author%3A%22Zwanenburg%2C+C.%22
(1 - 14 of 14)
document
Konstadinou, M. (author), Herrier, G. (author), Stoutjesdijk, T. (author), Losma, F. (author), Zwanenburg, C. (author), Dobbe, R. (author)
This study aimed to assess the suitability of lime treatment for use in dikes in the Netherlands. The effect of this technique on the behavior of a Dutch clay was addressed by comparing the detailed response of lime-treated and natural samples at different lime contents (1.25% and 2.25%) and curing periods. A series of laboratory tests...
journal article 2023
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Konstadinou, M. (author), Bezuijen, A. (author), Greeuw, G. (author), Zwanenburg, C. (author), van Essen, H. M. (author), Voogt, L. (author)
A series of undrained cyclic direct simple shear (CDSS) tests on dense Toyoura sand has been performed with the aim to investigate the influence of the stiffness of the DSS device on test results. To this end, springs were installed to reduce deliberately the stiffness of the apparatus. It is shown that the cyclic resistance of the sand...
journal article 2020
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Jommi, C. (author), Muraro, S. (author), Trivellato, Edoardo (author), Zwanenburg, C. (author)
Direct observation of gas in peat layers, generated by slow degradation in anoxic conditions, raised concern in the Netherlands about its potential impact on the geotechnical response of dykes founded on peat. To address this issue, an experimental investigation was initiated, aimed at quantifying the main consequences of the presence of gas...
journal article 2019
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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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Zwanenburg, C. (author), Van Duinen, A. (author), Rozing, A. (author)
Dit rapport is het concept ‘Technisch Rapport macrostabiliteit bij Dijken’ (TRMD). In dit technisch rapport worden benodigde stappen gegeven die nodig zijn om een uitspraak over de macrostabiliteit van dijken en dammen ‘dijk’ te kunnen geven. Hierbij wordt ingegaan op de verschillende faalmechanismen, bepaling van de belastingen. Tevens wordt...
report 2013
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Bezuijen, A. (author), Van Beek, V.M. (author), Van den Ham, G.A. (author), Zwanenburg, C. (author)
Three on-going dike safety studies (on: macro stability, piping and flow slides) in the Netherlands make use of geotechnical physical models. A short outline of these projects is presented; the physical models chosen are described and discussed. The three studies use different physical models, depending on the research questions at the beginning...
conference paper 2012
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Zwanenburg, C. (author)
Stability assessment of existing dikes build on soft soil generates questions on the available stability calculation techniques and material models. Especially peat behaviour is not easily captured by standard design methods. This has led to disapproval, based on calculations, of dikes that have been in operation for several hundreds of years....
conference paper 2012
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Hesami, F. (author), Zwanenburg, C. (author)
Centraal in dit rapport staat de stabiliteit van erosiekanalen die ontstaan bij het pipingproces. De stabiliteit van erosiekanalen is belangrijk bij het begrijpen van het pipingproces onder bestaande dijken en daarmee voor de toetsing van waterkeringen op piping. Indien de erosiekanalen niet worden dicht gedrukt kan accumulatie van erosie bij...
report 2009
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Mosselman, E. (author), Luxemburg, W. (author), Solomatine, D. (author), Zwanenburg, C. (author), Vrouwenvelder, T. (author)
This document reports the progress of Delft Cluster project CT04.30 "Safety against flooding" till June 2009. Fundamental knowledge from the project has resulted in a large number of scientific publications, PhD theses and MSc theses. Work package A 1 in particular has resulted in high-profile scientific publications, immediately awarded with...
report 2009
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Van Duinen, A. (author), Förster, U. (author), Van Hoven, A. (author), Teunissen, H. (author), Zwanenburg, C. (author)
Het SBW programma heeft als doel onderzoek uit te voeren voor de nieuwe VTV 2011. Het SBW project getiteld werkelijke sterkte beoogt dit te realiseren voor het toetsspoor macrostabiliteit. Dit rapport beschrijft de planning van de werkzaamheden voor 2009 en geeft inzicht in de verwachte werkzaamheden in 2010. Thans is voorzien dat het project in...
report 2009
document
Zwanenburg, C. (author), Lehnen, C. (author)
Eén van de belangrijke onderdelen van het Delft Clusteronderzoek ‘Duurzame onderhoudsstrategie voor voorzieningen op slappe bodem’ is het maken van een afweegmodel. Met het model kan de meest optimale maatregel worden bepaald voor het opnieuw ophogen van de openbare ruimte in woonwijken. Een belangrijk onderdeel van het afweegmodel voor het...
report 2006
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Zwanenburg, C. (author)
Soft soil is often described as an anisotropic heterogeneous material. Standard soil investigation mainly involves vertically retrieved samples. Information on the parameters working in the horizontal direction remains scarce. Principally each soil property like permeability, stiffness or strength might show anisotropic behaviour. This thesis...
doctoral thesis 2005
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Lindenberg, J. (author), Van, M.A. (author), Koelewijn, A.R. (author), Zwanenburg, C. (author), Lambert, J.W.M. (author), van der Meer, M.T. (author), Teunissen, P.A.A. (author)
report 2002
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Roosjen, R. (author), Zwanenburg, C. (author)
One of the unsolved problems in the water resource engineering is the morphological behaviour of bifurcations in rivers. Bifurcations can be found in deltas, in estuaries and in braided rivers. When modelling river reaches which contain a bifurcation, a nodal point relation is needed. The problem is to determine this nodal point relation. The...
master thesis 1995
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