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Guo, Y. (author), Shi, Can (author), Zhao, Chunfa (author), Markine, V.L. (author), Jing, Guoqing (author)Crumb rubber (CR) has been proposed to apply in the ballast or sub-ballast layer for ballast degradation mitigation and vibration (noise) reduction. The CR can change the ballast layer stiffness, which can affect the train-track-subgrade dynamic performance and cause travel comfort and safety issues. Towards this, this study aims at...journal article 2022
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Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete-Continuum ApproachShi, Can (author), Zhao, Chunfa (author), Yang, Yang (author), Guo, Y. (author), Zhang, Xu (author)Railway ballasted track stiffness is an important indicator to identify supporting condition that ensures that the facility is well designed and functioned. Although many studies have been performed on track stiffness based on experimental tests and finite-element methods, the factors influencing the track stiffness have not been completely...journal article 2021
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Le Floch, F.L.Y. (author)This thesis studies advanced and accurate discretization schemes for relevant partial differential equations (PDEs) in finance. We start with techniques which may be particularly useful for the pricing of so-called vanilla financial options, European or American, and then move on to more complex models for the pricing of exotic options.<br/>doctoral thesis 2020
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Zijlema, Marcel (author)We are concerned with the numerical solution of a linear transport problem with nonzero divergence velocity field that originates from the spectral energy balance equation describing the evolution of wind waves and swells in coastal seas. The discretization error of the commonly used first-order upwind finite difference and first-order vertex...journal article 2020
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Shi, Can (author), Zhao, Chunfa (author), Zhang, Xu (author), Guo, Y. (author)This paper presents a multi-layer railway ballast track and substructure model, where a coupled discrete and continuous method is used for macro-meso dynamic behaviour analysis under moving wheel loads. In this coupled model, the discrete element method (DEM) is utilised to build the superstructure of the ballast track (i.e. rail, fastener,...journal article 2020
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Shi, Can (author), Zhao, Chunfa (author), Yang, Yang (author), Guo, Y. (author), Zhang, Xu (author), Feng, Yang (author)To probe into the mechanical behaviour of railway transition zone from the macro-meso aspects, a numerical model of transition zone is built that hybrids the Discrete Element Method (DEM) and Finite Difference Method (FDM). The DEM is utilised to simulate the ballast bed and sleeper, because it can consider the realistic ballast shapes and...journal article 2020
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Oud, G.T. (author)This research entails the numerical simulation of physical flow instabilities that can occur in two-phase pipe flows with a new efficient algorithm. The fluids are assumed to be immiscible, and the flow is incompressible and isothermal in a straight circular pipe section with a certain inclination. The numerical algorithm that was developed...doctoral thesis 2017
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Daryani, K.E. (author), Mohamad, H. (author)This paper studies the effect of soil spatial variability on bearing capacity of shallow foundations. The stochastic soil property is the undrained shear strength considered as a non-Gaussian random variable. The random variable is simulated using Local Average Subdivision Method. A Monte Carlo simulation approach is followed in combination with...conference paper 2015
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Abubakar, A. (author), Hu, W. (author), Habashy, T.M. (author), Van den Berg, P.M. (author)We have applied the finite-difference contrast-source inversion (FDCSI) method to seismic full-waveform inversion problems. The FDCSI method is an iterative nonlinear inversion algorithm. However, unlike the nonlinear conjugate gradient method and the Gauss-Newton method, FDCSI does not solve any full forward problem explicitly in each iterative...journal article 2009
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El Yadari, N. (author), Ernst, F. (author), Mulder, W. (author)The effect of the near surface on seismic land data can be so severe that static corrections are insufficient. Full-waveform inversion followed by redatuming may be an alternative, but inversion will work only if the starting model is sufficiently close to the true model. As a first step toward determining a viscoelastic near-surface model, we...journal article 2008
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Spetzler, J. (author), Sijacic, D. (author), Wolf, K.H.A.A. (author)Time-lapse seismic monitoring is the geophysical discipline whereby multiple data sets recorded at the same location but at different times are used to locate and quantify temporal changes in the elastic parameters of the subsurface. We validate a time-lapse monitoring method by crosswell tomography using two types of wavefield-modeling...journal article 2007
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Kenjere, S. (author), Hanjali?, K. (author), Renaudier, S. (author), Stefani, F. (author), Gerbeth, G. (author), Gailitis, A. (author)Magnetic fields of planets, stars, and galaxies result from self-excitation in moving electroconducting fluids, also known as the dynamo effect. This phenomenon was recently experimentally confirmed in the Riga dynamo experiment [ A. Gailitis et al., Phys. Rev. Lett. 84, 4365 (2000) ; A. Gailitis et al., Physics of Plasmas 11, 2838 (2004) ],...journal article 2006
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Validation of first-order diffraction theory for the traveltimes and amplitudes of propagating wavesJocker, J. (author), Spetzler, J. (author), Smeulders, D.M.J. (author), Trampert, J. (author)Ultrasonic measurements of acoustic wavefields scattered by single spheres placed in a homogenous background medium (water) are presented. The dimensions of the spheres are comparable to the wavelength and the wavelength and represent both positive (rubber) and negative (teflon) velocity anomalies with respect to the background medium. The...journal article 2006
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Bluemink, J.J. (author), Naso, A. (author), Prosperetti, A. (author)This paper illustrates the Physalis method designed for the simulation of Navier-Stokes flows with suspended rigid spheres. The method exploits the no-slip condition to linearize the flow about a rigid body motion in the immediate vicinity of each particle. In this way an analytic solution valid within a mesh length near the particle surface...conference paper 2006
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- De Jong, E.C.W. (author), Ferreira, J.A. (author), Bauer, P. (author) journal article 2006
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- Koenis, J.P. (author) report 1976