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Kanning, W. (author), Bocovich, C. (author), Schweckendiek, T. (author), Mooney, M.A. (author)
Piping failure of levees is one of the main contributors to flood risk. Piping occurs when the head difference over a levee results in uplift of the inland blanket, followed by backward erosion in the aquifer due to high local flow velocities. Whether piping occurs, highly depends on local geo-hydrological circumstances which are uncertain due...
conference paper 2015
document
Jonkman, S.N. (author), Schweckendiek, T. (author)
This paper presents and overview of advances in flood risk and levee reliability analysis in the Netherlands. It is described how new safety standards – in the form of a target failure probability – have been derived on the basis of nationwide flood risk assessments which taken into account both economic risk and risk to life. The process for...
conference paper 2015
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Ching, J. (author), Wu, S.-H (author), Phoon, K.-K. (author)
Due to limited information in site investigation, it is not possible to obtain the actual values for the mean, standard deviation, and scale of fluctuation of a soil property of interest. The deviation between the estimated values and actual values is called the statistical uncertainty. There are two schools of thoughts on how to model the...
conference paper 2015
document
Jonkman, S.N. (author), Schweckendiek, T. (author)
This paper presents and overview of advances in flood risk and levee reliability analysis in the Netherlands. It is described how new safety standards – in the form of a target failure probability – have been derived on the basis of nationwide flood risk assessments which taken into account both economic risk and risk to life. The process for...
conference paper 2015
document
Oung, O. (author), Brassinga, H. (author)
A feasibility study was carried out on the redesigning of an existing quay wall of a core harbor in the Netherlands, which was more than 45 years old. The geotechnical behavior of the existing quay wall, especially because of its age, as a response to the maximum load change is undoubtedly the uncertain parameter here. The design and redesign...
conference paper 2015
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Papaioannou, I. (author), Straub, D. (author)
In many geotechnical projects, field data is used to determine the soil parameters. In most instances, however, the statistical analysis is performed ad hoc and the spatial distribution of this data is not (expclitly) accounted for. A more formal statistical approach allows to make better use of the data and combine it in a consistent manner...
conference paper 2015
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Boulware, L. (author), Rice, J. (author)
It has long been understood that subsurface geology affects internal erosion potential in levee foundations. Geomorphic features associated with fluvial deposition environments are known to concentrate or block seepage, resulting in sand boils and internal erosion. However, incorporating the effects of geomorphic features into either...
conference paper 2015
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Romeo, S. (author), Kieffer, D.S. (author), di Matteo, L. (author)
The present work shows and discusses the GBInSAR measurements for the Ingelsberg area, where one of the most dangerous landslide of Salzburg region is located (Bad Hofgastein – Austria). It is a rockfall developing on an area of about 40000 m2 which is characterized by the outcropping of anti-dip stratified green and calc-mica schists. The...
conference paper 2015
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Faour, G. (author), Najjar, S. (author)
Spatial variability and model uncertainty are considered the major sources of geotechnical uncertainty. The primary objective of this paper is to provide slope stability investigators with a robust reliability framework that takes into consideration the combined uncertainty of spatial variability and model uncertainty. To achieve this objective,...
conference paper 2015
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Li, Y. (author), Hicks, M.A. (author), Vardon, P.J. (author)
Long slopes with variable material properties have a variety of different failure modes that are affected by the correlation distances of the material properties and the geometry and total length of the slope. This work follows previous research examining the consequences of increasing slope length, in which analyses were limited by the...
conference paper 2015
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Theelen, M.J. (author)
Thin film CIGS solar cells and individual layers within these solar cells have been tested in order to assess their long term stability. Alongside with the execution of standard tests, in which elevated temperatures and humidity levels are used, the solar cells have also been exposed to a combination of elevated temperature and humidity and...
doctoral thesis 2015
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Van der Slikke, R.M.A. (author), Berger, M.A.M. (author), Bregman, D.J.J. (author), Veeger, H.E.J. (author)
Accurate knowledge of wheelchair kinematics during a match could be a significant factor in performance improvement in wheelchair basketball. To date, most systems for measuring wheelchair kinematics are not suitable for match applications or lack detail in key kinematic outcomes. This study describes the construction of wheel skid correction...
conference paper 2015
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West, J. (author), Cats, O. (author)
Assessment of bus service improvements such as bus lanes, allowing boarding through all doors and headway-based holding control ideally requires a simulation model that combines features of both classical analytical models and microscopic simulation. However, as the usage of such models has been limited, their validity has hitherto remained low....
conference paper 2015
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Arnold, P. (author), Vardon, P.J. (author), Hicks, M.A. (author), Fokkens, Jan (author), Fokker, Peter A. (author)
OPERA-PU-TUD311<br/>The Onderzoeks Programma Eindberging Radioactief Afval (OPERA) is the third national research programme for the geological disposal of radioactive waste in the Netherlands, operating during the period 2011 to 2016. This document is the final report of Work Package 3.1, where the principal technical feasibility of the current...
report 2015
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Shams Ghahfarokhi, G. (author)
Risk and reliability analysis is presently being performed in almost all fields of engineering depending upon the specific field and its particular area. Probabilistic risk analysis (PRA), also called quantitative risk analysis (QRA) is a central feature of hydraulic engineering structural design. Actually, probabilistic methods, which consider...
doctoral thesis 2014
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Lo, J.C. (author), Van den Hoogen, J. (author), Meijer, S.A. (author)
Debriefing is an overlooked topic in the gaming simulation literature, especially in the context of gaming for applied research and design. Building upon existing frameworks, mostly in the fields of policy and educational games, and linking the design of the debriefing with the intricacies of innovation in complex networked infrastructures, we...
conference paper 2014
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Schweckendiek, T. (author)
Dikes and levees play a crucial role in flood protection in deltaic areas such as the Netherlands. Internal erosion piping or under-seepage is a major cause of levee failures and a main contributor to the probability of failure of river levees due to the large (mostly geotechnical) uncertainties. The present thesis investigates how geotechnical...
doctoral thesis 2014
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Moraes Ramos, G. (author), Frejinger, E. (author), Daamen, W. (author), Hoogendoorn, S.P. (author)
The past decades have seen an increased interest in the role of information as a tool to alleviate congestion. However, because the relationship between travelers’ behavior and information provision is not clear yet, the need for more experiments has been claimed in literature. From May 9th, 2011 to July 12th, 2011 a revealed route choice...
conference paper 2012
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Snelder, M. (author), Van Zuylen, H.J. (author), Immers, L.H. (author)
There is a growing awareness that road networks, are becoming more and more vulnerable to unforeseen disturbances like incidents and that measures need to be taken in order to make road networks more robust. In order to do this the following questions need to be addressed: How is robustness defined? Against which disturbances should the network...
journal article 2012
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Scholten, D.J. (author)
The reliable operation of energy infrastructures is more than just a technical matter. It is also dependent upon the organizational structure that enables and constrains entities in their management of operations. Yet this lesson seems forgotten in our planning of future renewable energy systems. There, focus is on technical development, market...
doctoral thesis 2012
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