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Positioning systems for trains are traditionally based on track-side infrastructure, implying costs for both installation and maintenance. A reliable on-board system would therefore be attractive. Sufficient reliability for on-board systems is likely going to require a multi-sensor solution. This thesis investigates how measurements from bogie-mounted inertial and magnetic sensors can contribute to such a system. The first part introduces and compares two different methods for estimating the speed. The first one estimates the fundamental frequency of the variations in the magnetic field, and the second one analyses the mechanical vibrations using the accelerometer and gyro, where one mode is due to the wheel irregularities. The second part introduces and evaluates a method for train localization using magnetic signatures. The method is evaluated both as a solution for localization along a given track and at switchways. Overall, the results in both parts show that bogie-mounted inertial and magnetic sensors provide accurate estimates of both speed (within 0.5 m/s typically) and location (3-5 m accuracy typically).

The thesis deals with describing, evaluating, and proposing of possible changes in planning, placement and describing possession activities on railway lines in order to improve transmission and quality of the services provided by the SŽDC. The first chapter describes the environment of rail transport focusing mainly on law and regulations. The second chapter describes the aim of the study, additional category focuses on describing the method of processing of materials. The fifth chapter focuses on selected lines to describe the various closures in specific line sections. Sixth chapter aims on comparison methods of implementation lockout activities on examined lines. The last chapter has to summarize and evaluate results to submit any additional recommendations.

Dimensionnée de manière semi-empirique, la voie ferrée est un système mécanique dont le comportement dynamique reste difficile à appréhender et à quantifier. Un outil numérique peut alors être à la fois une aide à la conception, en évaluant la performance de nouvelles structures, et un élément de diagnostic sur les voies existantes, en complément de mesures terrain adaptées.L'outil développé dans ce travail s'appuie sur les techniques de résolution des équations de propagation dans les guides d'ondes dans le domaine des fréquences/nombres d'onde. Sa particularité est l'introduction d'un modèle réduit basé sur une sous-structuration périodique de la structure, en ne conservant, pour la résolution des équations de dispersion, que quelques nombres d'onde judicieusement choisis. En s'appuyant sur cette technique de réduction de modèle et son extension à des modèles temporels avec contact mobile, les coûts de calcul et de stockage sont largement diminués. Cela en fait un outil performant et utilisable dans des études d'ingénierie portant sur la voie ferrée.Des étapes de vérifications numériques sur les hypothèses sous-jacentes à la réduction ont été réalisées en construisant un modèle fréquentiel complet par transformée de Floquet. En parallèle, des campagnes d'essais dynamiques (mesures de réceptance et d'accélération sur traverse au passage des trains) ont été réalisées sur une zone de transition entre voie ballastée et voie sur dalle sur ligne à grande vitesse. Les résultats obtenus expérimentalement permettent de valider les simulations dans les domaines temporel et fréquentiel sur les différentes zones de la transition. Le modèle permet de mieux comprendre l'effet de la sous-structure sur le comportement dynamique. Une des grandes avancées de ce travail est également l'introduction d'une stratégie permettant d'utiliser la méthode de réduction pour coupler des zones présentant des tranches différentes. Des outils de post-traitement ont été développés pour mettre en lumière les effets dynamiques générés par la transition. / Railway tracks have evolved over years based on empirical results and their dynamic behavior still can be difficult to assess or to quantify. A numerical model can thus provide assistance in track design by assessing the mechanical performance of new structures, or allowing the diagnostic of existing track parts, as a complement to relevant in-situ measurements.The numerical model developed in this work combines a reduction strategy with numerical techniques used to solve the propagation equations in waveguides in the frequency / wave number domains. The peculiarity of the exposed methodology is the introduction of a model based on a periodic sub structuring of the track, keeping only a few wavelengths carefully chosen to solve dispersion equations. Based on this model reduction technique and its extension to time domain models with moving contact, the computational time and storage capacity required are greatly reduced. Thus, this model is efficient and useful for engineering purposes in railway tracks studies.Numerical validation of the reduction is carried out by building a complete reference model in the frequency domain. In parallel, measurement campaigns (receptance measurement and sleeper acceleration under passing trains) were performed on a transition zone between ballasted and slab tracks on a High Speed Line. These tests are compared to simulation results in both time and frequency domains on different areas of the transition. After successful validation, the model is used to improve understanding of the role of the substructure on the dynamic behavior.The final major development of this work is the introduction of a strategy to extend the reduction to piecewise periodic structures and the development of post-processing tools to highlight the dynamic effects generated by the transition zone.

The diploma thesis deals with organization and planning railway tracks possessions. The first part includes introduction to basic terms. The second one continues with analysis of regulation of planning railway tracks possessions provided by SŽDC. Then the thesis points at the deficiencies in relation to relations between the railway operator and operator of the railway transport. The last part analyzes the costs, additional costs and lost profits of affected entities in connection with the selected tracks possessions.