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Grognet, M.F. (author)
More than the half of the Netherlands is under the high level of sea and rivers. Therefore, evaluating the safety of dykes is primordial. A specific interest is given to peat dykes safety which suffer of a lack of knowledge which manifested recently by some peat dykes failures (Van Baars 2005). The behaviour of peat is also of interest in others...
master thesis 2011
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Ji, W. (author)
Analytical and numerical analysis of laboratory-scale shear box experiments on ice rubble have been performed. The experiments were done at NTNU in 2010 (Serré et al., 2011 and Repetto and Høyland, 2011). Three phases in the force-time history of the tests were identified (similar to what Serré et al., 2011 did). The first phase lasted about 2...
master thesis 2011
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Goto, D.T. (author), Groves, R.M. (author)
This paper describes the development of an opto-mechanical simulation of a complete shearography system, including the shearography instrument, the samples and the test environment. This simulation is applied to the measurement of 3D strains in engineering samples. The samples are a cylinder loaded by internal pressure and a flat plate under...
conference paper 2010
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Goto, D.T. (author), Groves, R.M. (author)
This paper describes the development of an opto-mechanical simulation of a complete shearography system, including the shearography instrument, the samples and the test environment. This simulation is applied to the measurement of 3D strains in engineering samples. The samples are a cylinder loaded by internal pressure and a flat plate under...
conference paper 2010
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Kim, E. (author)
The objective of this study was to contribute to the knowledge on ice-ridges structures interactions. This work is a follow-up of previous research on simulations of ice-structure interaction using finite element method (Gürtner, 2009b; Konuk, et al., 2009a,b) and a preliminary study of freeze-bond (FB) shear strength (Repetto-Llamazares, et al....
master thesis 2009
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Goudsmit, J.W. (author)
master thesis 2009
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Kalpoe, I.R. (author)
Case II (super)-diffusion is characterized by a diffusion like process that goes faster than the square root of time. Superdiffusion can occur in polymeric structures if a stress gradient enhances the diffusion process. In such a case the part of the polymer invaded by the penetrant, e.g. CO2, undergoes a transition in structure from the glass...
bachelor thesis 2009
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Egmond-Weijburg, C. (author), Galjaard, P.J. (author), Van Gurp, C.A.P.M. (author)
This report presents an inquiry into cases of pavement design, construction and maintenance in which distress has been observed instigated by deeper subgrade or by inadequate attention for the interaction between subgrade and pavement structure. Almost all cases are situated in areas with subgrade of poor to marginal bearing capacity. The cases...
report 2008
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Anaraki, K.E. (author)
Due to the weak soil deposits in the Netherlands, pile foundations consisting of driven displacement piles are often used to support the superstructure. The influence of pile installation process on the stresses and the soil properties is large. In geotechnical practise the effect of the pile installation and the interaction with neighbouring...
master thesis 2008
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Van Driel, W.D. (author)
Microelectronics have pervaded our lives for the past fifty years, with massive penetration into health, mobility, safety and security, communications, education, entertainment and virtually every aspect of human lives. The main technology drivers that enabled this expansion are miniaturization and integration. The combination of these two has...
doctoral thesis 2007
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Van der Aa, E.M. (author)
One of the major problems during welding of thin plate structures is the occurrence of buckling distortion. This type of distortion is caused by the formation of compressive welding stresses; when these stresses exceed a certain critical stress level, the structure will buckle. Most methods for eliminating the welding induced buckling distortion...
doctoral thesis 2007
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Janda, S. (author)
The present thesis was motivated by two main goals. The first research goal of the thesis was to understand the complex biomechanical behaviour of the pelvic floor muscles. The second goal was to study the mechanism of the pelvic organ prolapse (genital prolapse). The pelvic floor in humans is a very complex muscular structure. It is largely...
doctoral thesis 2006
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Hockx, J.A.W. (author)
For over three quarters of a century steel sheet pile walls are applied in geotechnical practice. For example in quay walls and construction pits in urban surroundings. Steel sheet pile walls are often composed of so called double U-profiles. These profiles consist of two single U profiles fixed in the common interlock by welding or crimping. A...
master thesis 1998
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Aukema, E.J. (author), Joling, A.G. (author)
In geotechnical practice frequently use is made of steel sheet pile walls for soil and/or water retaining constructions. High demands are made with respect to the deformations, in particular in urban surroundings. Often these walls are composed of V- or Z-shaped profiles, whereby both profiles have their specific advantages and disadvantages. A...
master thesis 1997
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Kok, A.W.M. (author)
Finite element models are usually presented as relations between lumped forces and discrete displacements. Mostly finite element models are found by the elaboration of the method of the virtual work - which is a special case of the Galerkin's variational principle -. By application of Galerkin's variational principle to time dependent problems,...
journal article 1997
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van Gestel, H.C.J.M. (author)
doctoral thesis 1994
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