Relevant bibliographies by topics / High rail

Academic literature on the topic 'High rail'

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Published: 10 December 2022
Last updated: 29 January 2023

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Journal articles on the topic "High rail"

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SONE, SATORU. "High-Speed Rail Vehicles. Recent High-Speed Rail Vehicles." Journal of the Institute of Electrical Engineers of Japan 117, no. 5 (1997): 279–82. http://dx.doi.org/10.1541/ieejjournal.117.279.

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Wang, Pu, Shuguo Wang, and Daolin Si. "Numerical prediction of rail wear development in high-speed railway turnouts." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 234, no. 10 (January 22, 2020): 1299–318. http://dx.doi.org/10.1177/0954409719896440.

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Wear of rails in turnouts is a common problem during the operation of high-speed railways. It can seriously affect the running safety of trains and the service lives of wheels and turnout rails. In this study, a numerical prediction model for rail wear development in high-speed railway turnouts was established. According to the material wear theory developed by Archard, the wear depth distribution in the wheel–rail contact patch was calculated based on a vehicle–turnout coupling dynamics simulation and wheel–rail rolling contact analysis. For the dynamics model, various components of the vehicle and complex nonlinear interactions between the components were simulated in detail to guarantee consistency with reality. The combination relationship of the switch and stock rails and the irregular and variable cross-sections of the rails in the switch panel of the turnout were considered. Spatial interpolation was used to achieve three-dimensional transitions between adjacent irregular cross-sections to model the compromised rails in the turnout. In addition, the stiffness and damping characteristics of the track in the turnout zone were taken into account. The rail wear rates for every characteristic section of the switch panel were calculated by the superposition model for rail profile wear. An adaptive-step algorithm was adopted in the iterative computations to update the rail profiles for every characteristic section position, which could reduce the cumulative errors and effectively improve the stability and reliability of the numerical model. Finally, case studies were conducted to investigate the wear developments of the switch and stock rails of high-speed turnouts using the developed model. In addition, the rail wear status of turnouts in the Shanghai–Nanjing high-speed railway was measured. The numerical prediction results are consistent with those of the actual situations in the field, verifying the rationality of the established model. This work shows the potential for guiding the maintenance and optimal design of turnouts and improving the understanding of the formation mechanism and influencing factors of rail wear in turnouts.
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Yuan, Jun, Zhen Yu Han, Yong Deng, and Da Wei Yang. "Austenite Grain Evolution Mechanism of High Carbon Rail Based on Thermal Technology." Key Engineering Materials 837 (April 2020): 74–80. http://dx.doi.org/10.4028/www.scientific.net/kem.837.74.

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In view of the special requirements of rails to ensure the safe and stable operation of Railways in China, the formation characteristics of austenite grains in high carbon rail are revealed through industrial exploration, the process of industrial rail heating and rolling is simulated, innovative experimental research methods such as different heating and heat treatment are carried out on the actual rails in the laboratory. Transfer characteristics of austenite grain size, microstructures and key properties of high carbon rail during the process are also revealed. The results show that the austenite grain size of industrial produced U75V rail is about 9.0 grade. When the holding temperature is increased from 800 C to 1300 C, the austenite grain size of high carbon rail steel decreases, the austenite grain are gradually coarsened, and the tensile strength increases slightly. The tensile strength is affected by the heating temperature. With the increase of heating temperature, the elongation and impact toughness of high carbon rail decrease. The heating temperature of high carbon rail combined with austenite grain size shows that the heating temperature has a great influence on austenite grain size, and has the most obvious influence on the toughness of high carbon rail.
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Sung, Deok-Yong, and Sung-Cheon Han. "Fatigue life evaluation of continuous welded rails on concrete slab track in Korea high-speed railway." Advances in Structural Engineering 21, no. 13 (March 15, 2018): 1990–2004. http://dx.doi.org/10.1177/1369433218762501.

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There is a rapidly increasing demand for continuous welded rails. Continuous welded rails provide a more suitable installation on concrete slab tracks and more rapid and smooth movement and reduce overall maintenance cost. During the relatively short period in which concrete slab tracks have been used in Korea, there has been no documented case of rail fracture caused by repeated loading. This makes the evaluation of rail fatigue life using field data more difficult. In this study, the rail bending stress developed during high-speed train operation is obtained through analysis of vehicle–track interaction, and the correlation is analyzed by performing multiple regression analysis on train speed and rail surface irregularities. Equations for predicting the rail bending stress with regard to train speed and rail surface irregularity were derived. The effects of vehicle speed, track support stiffness, and fracture probability on the fatigue life of continuous welded rails on a concrete slab track in Korea high-speed railway were analyzed.
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Mitchell, Aaron. "High-Speed Rail." Texas A&M Journal of Property Law 5, no. 3 (April 2019): 901–17. http://dx.doi.org/10.37419/jpl.v5.i3.9.

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With the Texas Central’s high-speed rail fast approaching in Texas, legislators have been presented with an opportunity to reform Texas’ eminent domain laws. The controversial urban-versus-rural project has brought eminent domain policy to the limelight. The Texas Legislature can capitalize on lessons learned from the State’s bout with the Trans-Pecos Pipeline by protecting condemnees and incentivizing good faith efforts by condemnors. This Article proposes five possible reforms for eminent domain law in Texas. First, the Texas Legislature should protect condemnees by aligning their appraisal disclosure requirements with condemnors, who have no duties to disclose appraisals. Second, legislative changes would allow attorney’s fees to be awarded to a condemnee when a condemnor’s offer is significantly lower than the actual value of the property. Third, legislative changes would inform condemnees of exactly which pieces of land that condemnors have the power to take when condemnors make their offer. Fourth, this Article proposes sensible protections for Texas homesteads. Last, this Article explores legislative and judicial blocks that can be used by opponents of the rail.
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Cao, Jason, and Pengyu Zhu. "High-speed rail." Transportation Letters 9, no. 4 (June 23, 2017): 185–86. http://dx.doi.org/10.1080/19427867.2017.1318472.

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Ryder, Andrew. "High speed rail." Journal of Transport Geography 22 (May 2012): 303–5. http://dx.doi.org/10.1016/j.jtrangeo.2012.03.004.

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Markov, A. A., and E. A. Maksimova. "PROBLEMS OF HIGH-SPEED RAIL FLAW DETECTION." Kontrol'. Diagnostika, no. 279 (September 2021): 16–25. http://dx.doi.org/10.14489/td.2021.09.pp.016-025.

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The main factors that reduce the quality of non-destructive testing of rails during high-speed scanning are considered. The most significant factors are the quality and volume of obtaining primary information about the condition of the monitored rails. It is shown that, at high-speed (up to 120 km/h) control, the compression of the defect location zone is clearly manifested and the length of the areas with acoustic contact violations increases. Analysis of real flaw diagrams of diagnostic complexes shows that with an increase in the scanning speed, the length of the location zone even from such large reflectors in the rails, such as bolt holes, significantly decreases. The average length of the instability zone of the bottom signal over the welded joints of the rails also increases significantly. The compression of the location zones of the reflectors can be compensated by expanding the aperture of the ultrasonic transducers. Improving the quality of the acoustic contact requires further improvement of the design of the search system and the systems for supplying the contacting liquid to the transducers, depending on the scanning speed. The Magnetic Flux Leakage(MFL) method can effectively detect defects in the rail head up to 20 mm deep at high speeds. Mathematical modeling of the magnetic flux in the controlled rails is performed. This allows us to start creating a new rail magnetization system with an increased interpole distance for high speeds. The introduction of modern methods for processing a significant flow of flaw detection information using neural networks requires the formation of a large sample base of training signals from real defects in different sections of rails. This is a complex task in its own right. For the first time, the issues of checking the operability of flaw detection devices in real control conditions are raised. Testing of ultrasonic equipment at high speeds is proposed to be carried out with the help of special electronic-acoustic simulators of defects. They are installed on different surfaces of the rails on which the diagnostic complexes pass. Operational quality control of ultrasonic rail inspection can be evaluated by statistical analysis of signal parameters from structural elements (bolt holes). The choice between the monitoring performance and the required reliability of detecting rail defects must be made based on the results of real passes of diagnostic complexes at operating scanning speeds.
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Huang, Hong-Yi, and Bo-Ruei Wang. "High-gain, high-bandwidth, rail-to-rail, constant-gmCMOS operational amplifier." International Journal of Electronics 100, no. 1 (January 2013): 2–20. http://dx.doi.org/10.1080/00207217.2011.629220.

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Obara, T., N. Kumagai, and T. Takiguchi. "Development of Hybrid Rail Brake." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 209, no. 2 (July 1995): 61–65. http://dx.doi.org/10.1243/pime_proc_1995_209_257_02.

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In Japan three types of rail brake were tested in the field. They were the eddy current rail brake, the electromagnetic rail brake, and the hybrid rail brake. The eddy current type, which does not come into contact with rails, needs high current and greatly increases the temperature in rails. The electromagnetic type which attracts rails and achieves braking by frictional force cannot generate a stable braking force. Therefore the authors developed a hybrid rail brake, which has advantages over the other two types. This type does not need as much current, and keeps rail temperature low.
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Dissertations / Theses on the topic "High rail"

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Melibaeva, Sevara (Sevara Mukhtarovna). "Development Impacts of high-speed rail : megalopolis formation and implications for Portugal's Lisbon-Porto High-Speed Rail Link." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/60807.

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Thesis (S.M. in Transportation)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010.
Cataloged from PDF version of thesis.
Includes bibliographical references (p. 195-203).
High-speed rail (HSR) has been gaining acceptance worldwide with development of rail technology and rising concerns over climate change and congestion in airports and on roads. The implementation of high-speed rail lines also plays an important role in reshaping the travel patterns and activities of people and consequently change the ways cities develop. An interesting indirect implication of HSR is the potential for megalopolis formation created by fusion of multiple cities linked by HSR. An overall consensus is present in the existing theoretical literature as to what development impacts may be from the HSR investment, including the importance of the resulting agglomeration externalities and formation of megalopolises. However, the complexity of the issue leaves the questions about the causal effect of HSR on economic growth open. This thesis studies the existing empirical evidence and experiences of HSR corridors in Japan, France and Germany to explore qualitatively the phenomenon of "megalopolis" formation as a result of a HSR link, and the evidence of economic development effects on urban areas along these corridors. Portugal among other countries is also planning the deployment of a HSR network in the near future as an effort to stimulate the country's economy and to integrate with the rest of the European Union. The findings and lessons from the case studies are applied to Portugal's proposed Lisbon-Porto HSR corridor. Several possibilities of future scenarios of megalopolis forms and the associated impacts are discussed and analyzed. As a result of improved accessibility and increased interaction between the cities stimulated by HSR, emergence of a megalopolis is possible in different forms along the planned Lisbon-Porto HSR corridor. The critical factor for the formation of a megalopolis is the increased interaction between the cities driven by newly generated traffic and increase in the number of one-day trips. These new travel patterns within a megalopolis may lead to either creation of new economic growth or redistribution of economic activity. The spatial distribution of growth is non-uniform, which may essentially lead to potential winners and losers from HSR. This research is intended to be of value to policy-makers in the railway industry.
by Sevara Melibaeva.
S.M.in Transportation
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Lewis, Paul R. S. (Paul Robinson S. ). "Planning for a regional rail system : analysis of high speed and high quality rail in the Basque region." Thesis, Massachusetts Institute of Technology, 2011. http://hdl.handle.net/1721.1/64574.

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Thesis (S.M. in Transportation)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2011.
Cataloged from PDF version of thesis.
Includes bibliographical references (p. 184-188).
The goal of this thesis is to provide guidance for regional rail network planning to achieve the maximum benefits in terms of economic growth, passenger satisfaction, and environmental sustainability. The hypothesis is that a regional intercity rail network can increase accessibility allowing the connected cities to function as a single economy thus increasing overall productivity. The Basque Y high speed rail (HSR) project in northern Spain will be used as a case study for this thesis. This new system has the potential to significantly reduce regional travel times but due to poor station placement and inadequate operational foresight, speed-focused planning has left key regional markets inaccessible. This thesis recommends a shift in planning that enables regional economic cohesion and increased system ridership through a focus on high quality rail (HSR) that includes the complete door-to-door journey with a customer oriented approach to convenience, comfort, and reliability. The highly successful Swiss rail network serves as a guide as to how to combine the superior speed of the Spanish system with the superior quality of the Swiss system to provide one which can achieve maximum benefit from the Basque Y investment. A comparison with the Spanish system shows what the Basque Y should do differently in terms of planning and service and accessibility maps help to illustrate the Basque Y system under different planning scenarios. Planning issues examined are station location, integration with local transit systems, and operational fares, frequencies, and scheduling. Finally the regional system is examined politically and a strategy is sketched that can enable the region to modify the plan to obtain the benefits of a high speed and high quality regional rail system.
by Paul R. S. Lewis.
S.M.in Transportation
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Majeed, Baloch Abdul. "Development of high speed rail in Pakistan." Thesis, KTH, Trafik och logistik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-59699.

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Brunello, Lara Rita. "Investigation to enhance high speed rail accessibility." Thesis, Queensland University of Technology, 2011. https://eprints.qut.edu.au/49175/1/Lara_Brunello_Thesis.pdf.

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High Speed Rail (HSR) is rapidly gaining popularity worldwide as a safe and efficient transport option for long-distance travel. Designed to win market shares from air transport, HSR systems optimise their productivity between increasing speeds and station spacing to offer high quality service and gain ridership. Recent studies have investigated the effects that the deployment of HSR infrastructure has on spatial distribution and the economic development of cities and regions. Findings appear mostly positive at higher geographical scales, where HSR links connect major urban centres several hundred kilometres apart and already well positioned within a national or international context. Also, at the urban level, studies have shown regeneration and concentration effects around HSR station areas with positive returns on city’s image and economy. However, doubts persist on the effects of HSR at an intermediate scale, where the accessibility trade off on station spacing limits access to many small and medium agglomerations. Thereby, their ability to participate in the development opportunities facilitated by HSR infrastructure is significantly reduced. The locational advantages deriving from transport improvements appear contrasting especially in regions that tend to have a polycentric structure, where cities may present greater accessibility disparities between those served by HSR and those left behind. This thesis fits in this context where intermediate and regional cities do not directly enjoy the presence of an HSR station while having an existing or planned proximate HSR corridor. With the aim of understanding whether there might be a solution to this apparent incongruity, the research investigates strategies to integrate HSR accessibility at the regional level. While current literature recommends to commit with ancillary investments to the uplift of station areas and the renewal of feeder systems, I hypothesised the interoperability between the HSR and the conventional networks to explore the possibilities offered by mixed traffic and infrastructure sharing. Thus, I developed a methodology to quantify the exchange of benefits deriving from this synergistic interaction. In this way, it was possible to understand which level of service quality offered by alternative transit strategies best facilitates the distribution of accessibility benefits for areas far from actual HSR stations. Therefore, strategies were selected for their type of service capable of regional extensions and urban penetrations, while incorporating a combination of specific advantages (e.g. speed, sub-urbanity, capacity, frequency and automation) in order to emulate HSR quality with increasingly efficient services. The North-eastern Italian macro region was selected as case study to ground the research offering concurrently a peripheral polycentric metropolitan form, the presence of a planned HSR corridor with some portions of HSR infrastructure implementation, and the project to develop a suburban rail service extended regionally. Results show significant distributive potential, in terms of network effects produced in relation with HSR, in increasing proportions for all the strategies considered: a regional metro rail strategy (abbreviated RMR), a regional high speed rail strategy (abbreviated RHSR), a regional light rail transit (abbreviated LRT) strategy, and a non-stopping continuous railway system (abbreviated CRS) strategy. The provision of additional tools to value HSR infrastructure against its accessibility benefits and their regional distribution through alternative strategies beyond the actual HSR stations, would have great implications, both politically and technically, in moving towards new dimensions of HSR evaluation and development.
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Foo, Tuan-Hoe (Edwin). "Active suspensions for flexible-bodied rail vehicles." Thesis, Loughborough University, 2000. https://dspace.lboro.ac.uk/2134/33757.

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This work investigated the design of classical and optimal control strategies to actively control the flexible modes of a high speed railway vehicle body. It explored the novel idea of adding a third actuator at the centre of the vehicle body to suppress the flexible body modes (i.e. first symmetrical and first asymmetrical) in addition to the actuators located across the front and rear secondary suspensions. The aim is to minimise the level of vibration and improve the ride quality (comfort). Both the two and three actuators are considered in the classical and optimal control strategies investigated.
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Vandyke, Alex J. "Development of a High-Speed Rail Model to Study Current and Future High-Speed Rail Corridors in the United States." Thesis, Virginia Tech, 2011. http://hdl.handle.net/10919/76794.

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A model that can be used to analyze both current and future high-speed rail corridors is presented in this work. This model has been integrated into the Transportation Systems Analysis Model (TSAM). The TSAM is a model used to predict travel demand between any two locations in the United States, at the county level. The purpose of this work is to develop tools that will create the necessary input data for TSAM, and to update the model to incorporate passenger rail as a viable mode of transportation. This work develops a train dynamics model that can be used to calculate the travel time and energy consumption of multiple high-speed train types while traveling between stations. The work also explores multiple options to determine the best method of improving the calibration and implementation of the model in TSAM. For the mode choice model, a standard C logit model is used to calibrate the mode choice model. The utility equation for the logit model uses the decision variables of travel time and travel cost for each mode. A modified utility equation is explored; the travel time is broken into an in-vehicle and out-of-vehicle time in an attempt to improve the model, however the test determines that there is no benefit to the modification. In addition to the C-logit model, a Box-Cox transformation is applied to both variables in the utility equation. This transformation removes some of the linear assumptions of the logit model and thus improves the performance of the model. The calibration results are implemented in TSAM, where both existing and projected high-speed train corridors are modeled. The projected corridors use the planned alignment for modeling. The TSAM model is executed for the cases of existing train network and projected corridors. The model results show the sensitivity of travel demand by modeling the future corridors with varying travel speeds and travel costs. The TSAM model shows the mode shift that occurs because of the introduction of high-speed rail.
Master of Science
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Stein, Naomi E. G. (Naomi Elizabetg Geisler). "Spatial dimensions of high-speed rail : intermediate cities, inter-jurisdictional planning, and the implications for high-speed rail in Portugal." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82723.

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Thesis (M.C.P. in Transportation)--Massachusetts Institute of Technology, Department of Urban Studies and Planning, 2013.
This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.
Cataloged from student-submitted PDF version of thesis.
Includes bibliographical references.
Globalization has magnified the role of regions, restructuring social and economic relationships into networks that span increasing distances. At the same time, greater attention is paid to urban quality, as non-vehicular modes and compact forms of development become critical in an environmentally conscious world. Within this context, increasing interest and adoption of high-speed rail (HSR)-- mode with spatial sustainability objectives--is unsurprising. HSR has the potential to integrate cities into mutually supportive networks across long distances while also supporting more sustainable forms of development. For HSR to become a sustainable investment, however, requires coordinated policy efforts across levels of government and at different points in a project's life-cycle. This investigation spans multiple scales of the physical environment and institutional sphere, examines ways of coupling institutional change with technological change, and addresses the importance of uncertainty as a driver of system behavior. We focus on inter-jurisdictional relationships, with special attention paid to smaller intermediate cities brought within one-hour's travel time of a larger metropolis by HSR services. Mid-distance service (<250 km) has strong spatial implications and can expand connections to the scale of new discontinuous regions--single labor and commercial markets that spans long distances but do not include all intermediate areas. Both Portugal and the United Kingdom (UK) are planning HSR systems that will provide mid-distance service. Through stakeholder interviews and a critical reading of the literature, this thesis develops a theory-based assessment of goals for regional restructuring, studies existing and planned Portuguese rail-commuter-cities, and compares HSR planning in Portugal and the UK. We see evidence that HSR can induce new ways of thinking about urbanization, regional connectivity, and governance. The scope of change that might be put into effect by HSR creates greater incentives for collaboration than those that normally exist. We find that local knowledge and policy will improve HSR design and implementation by helping to ensure smooth interfaces between HSR and existing urban mobility systems. Developing decision-making structures that will work across geographic scales and sectors of government, and long-term uncertainty, will be critical in helping HSR achieve 3E--Economic, Environmental and Equitable--sustainability.
by Naomi E. G. Stein.
M.C.P.in Transportation
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Sohm, Leonard. "High Speed Rail in California: A Systems Overview." Digital Commons at Loyola Marymount University and Loyola Law School, 2013. https://digitalcommons.lmu.edu/etd/452.

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This project is put together with a unique warehouse roof design, and coupled with the city's permitting and inspection requirements. The modules will be mounted on the roof and are wired into series strings. Individual strings are grouped into sub-arrays, which supply DC power to one 500 KW inverter. Once in place the application would be tied into a monitoring system that indicates how much energy the system produces and the potential increased savings. Alarms will be triggered when anomalies occur. This data can be compared to the expected output. By monitoring the demand, a profile for the facility's use is generated that makes it easier to ascertain unnecessary energy usage and help with trouble shooting problems.
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Archila, Téllez Andrés Felipe. "Intercity passenger rail productivity in the Northeast Corridor : implications for the future of high-speed Rail." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82340.

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Thesis (S.M. in Transportation)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2013.
Cataloged from PDF version of thesis.
Includes bibliographical references.
The ongoing discussion about the future implementation of high-speed rail (HSR) in the Northeast Corridor (NEC) is full of questions on the feasibility of HSR and the ability of Amtrak to implement it. Indeed, the introduction of the Acela Express in the past decade was not free from operating problems, but even with trains running below their full potential, the Amtrak NEC had substantial market growth. Thus, it is not clear if a true HSR service is feasible in the NEC, and if the current prospects are potentially effective. To evaluate the performance of the NEC and its main services in FY 2002-2012, and make inferences about HSR in the NEC for the next 30 years, we use productivity analysis. We employ a non-parametric single factor productivity (SFP) Törnqvist trans-log index approach with several metrics. We set ridership, revenue, revenue passenger-miles (RPM), and available seat-miles (ASM) as outputs, and operating costs as input. In this way, we provided guidelines and a robust structure of analysis that can be useful for subsequent passenger rail productivity studies. We find that the NEC experienced highly volatile, but considerable productivity growth in FY 2002-2012 (in the range of ~1-3% per year). Amtrak increased its ability to fill up and economically exploit the available capacity, but did not perform equally well on the supply side. Service changes, technical problems with train sets, targeted capital investments, and economic recession and recovery were the main drivers of productivity change. The Acela Express and Northeast Regional were very sensitive to external events, had large economies of scale, and implemented slow adjustment of capacity via rolling stock and infrastructure improvements, which varied depending on the service. The characteristics of the NEC reveal a potential for a successful introduction of HSR, but although Amtrak's Vision for HSR in the NEC is realistic (in terms of productivity), it is risky and perhaps the time scale is not ambitious enough. We recommend revising the current projections, incorporate additional planning approaches, accelerate key stages of the Vision and include the FAA in the planning process.
by Andrés Felipe Archila Téllez.
S.M.in Transportation
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Ono, Hitoshi 1969. "The role of high-speed rail in regional development." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/50349.

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Books on the topic "High rail"

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Buydos, John F. High speed rail transportation. Washington, D.C: Science Reference Section, Science and Technology Division, Library of Congress, 1990.

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Albalate, Daniel. Evaluating High-Speed Rail. Abingdon, Oxon ; New York, NY : Routledge, 2017.: Routledge, 2016. http://dx.doi.org/10.4324/9781315648767.

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Pérez Henríquez, Blas Luis. High-Speed Rail and Sustainability. New York : Routledge, 2017. | Series: Routledge: Routledge, 2017. http://dx.doi.org/10.4324/9781315709406.

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Fang, Youtong, and Yuehong Zhang, eds. China's High-Speed Rail Technology. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-5610-9.

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Zurkowski, Andrzej. High-Speed Rail in Poland. Edited by Andrzej Żurkowski. Leiden, The Netherlands ; Boca Raton : CRC Press/Balkema, [2018]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351003308.

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Fischer, Jonathan S. High speed rail: Background and issues. Hauppauge, N.Y: Nova Science Publishers, 2010.

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Hurley, William J. Feasibility of high-speed rail in Canada. Kingston: Queen's University, 1990.

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Haydock, David. European high speed rail: Special report summary. Coulsdon: Jane's Information Group, 1995.

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Hu, Qizhou, and Siyuan Qu. A Brief History of High-Speed Rail. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-3635-7.

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Brunello, Lara Rita. High Speed Rail and Access Transit Networks. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-61415-1.

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Book chapters on the topic "High rail"

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Valverde, Mariana. "High-speed rail." In Infrastructure, 63–77. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003254973-7.

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Beyazit, Eda, and Moshe Givoni. "High Speed Rail high-speed rail systems , Technology high-speed rail systems technology Development high-speed rail systems development of." In Encyclopedia of Sustainability Science and Technology, 4929–45. New York, NY: Springer New York, 2012. http://dx.doi.org/10.1007/978-1-4419-0851-3_902.

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Beyazit, Eda, and Moshe Givoni. "High Speed Rail high-speed rail systems , Technology high-speed rail systems technology Development high-speed rail systems development of." In Transportation Technologies for Sustainability, 537–53. New York, NY: Springer New York, 2013. http://dx.doi.org/10.1007/978-1-4614-5844-9_902.

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Bałuch, Henryk. "Significance of rail track diagnostics to high-speed rails." In High-Speed Rail in Poland, 357–67. Leiden, The Netherlands ; Boca Raton : CRC Press/Balkema, [2018]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351003308-14.

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Rüger, Bernhard, and Peter Matausch. "High-Speed Overnight Trains—Potential Opportunities and Customer Requirements." In Sustainable Rail Transport, 257–73. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-19519-9_9.

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Gudmundsson, Henrik, Ralph P. Hall, Greg Marsden, and Josias Zietsman. "High-Speed Rail in England." In Springer Texts in Business and Economics, 233–50. Berlin, Heidelberg: Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-46924-8_9.

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Li-Hua, Richard. "China’s High-speed Rail Phenomenon." In Competitiveness of Chinese Firms, 68–86. London: Palgrave Macmillan UK, 2014. http://dx.doi.org/10.1057/9781137309303_4.

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Hu, Qizhou, and Siyuan Qu. "Wheel High-Speed Rail (WHSR)." In A Brief History of High-Speed Rail, 51–94. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3635-7_4.

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Hu, Qizhou, and Siyuan Qu. "Magnetic High-Speed Rail (MHSR)." In A Brief History of High-Speed Rail, 95–124. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3635-7_5.

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Hu, Qizhou, and Siyuan Qu. "Super-Speed Rail (SSR)." In A Brief History of High-Speed Rail, 125–50. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3635-7_6.

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Conference papers on the topic "High rail"

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Ordonez, R., C. Isaac Garcia, Semih Kalay, and Anthony J. DeArdo. "Development of High Performance Steels for Rail Applications." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36082.

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Higher requirements of efficiency on railroad systems have set off (among other measures) higher axle load on rails. The increase in axle loads can contribute to a series of defects on perhaps the most unappreciated component of a railroad system. Higher axle loads can lead to excessive wear, fatigue and ultimately fracture of the steel rails. Therefore to answer the challenge demanded by the increase in axle loads the development of high performance steels for rail applications is of primary importance. A research program to study the microstructural aspects of near-eutectoid steels with improved mechanical properties and wear resistance was recently completed. The new high performance rail steels were developed through a combination of advanced alloy design-thermomechanical processing-and-controlled cooling. The mechanical properties exhibited by the new steels have exceeded the AREMA requirements for this type of rail steel application. The wear resistance of the newly developed steels was evaluated and the results obtained compared to commercial rails were superior under the testing conditions used in this study. The alloy design philosophy, thermomechanical processing and properties of the new steels will be presented and discussed in this paper.
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Marquis, Brian, Jon LeBlanc, and Ali Tajaddini. "Examination of Vehicle Performance at High Speed and High Cant Deficiency." In 2011 Joint Rail Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/jrc2011-56066.

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In the US, increasing passenger speeds to improve trip time usually involves increasing speeds through curves. Increasing speeds through curves will increase the lateral force exerted on track during curving, thus requiring more intensive track maintenance to maintain safety. These issues and other performance requirements including ride quality and vehicle stability, can be addressed through careful truck design. Existing high-speed rail equipment, and in particular their bogies, are better suited to track conditions in Europe or Japan, in which premium tracks with little curvature are dedicated for high-speed service. The Federal Railroad Administration has been conducting parametric simulation studies that examine the performance of rail vehicles at high speeds (greater than 90 mph) and at high cant deficiency (greater than 5 inches). The purpose of these analyses is to evaluate the performance of representative vehicle designs subject to different combinations of track geometry variations, such as short warp and alinement.
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Ortiz, Albert R., Juan M. Caicedo, and Dimitris Rizos. "Finite Element Model of High Strength Reduced Modulus High Performance Concrete." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5834.

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High Performance Concrete (HPC) with early strength development is the material of choice in the fabrication of prestressed concrete railroad ties. The higher strength of HPC results in significantly higher values of the Elastic Modulus and increases the brittleness and the rigidity of the material, leading to premature cracking and the deterioration of the railroad ties. A High-Strength Reduced-Modulus High Performance Concrete (HSRM-HPC) material has been developed by the authors and used in the fabrication of prototype concrete ties. Detailed models based on the Finite Element Method of the HSRM-HPC have been developed to simulate the ASTM-C469 tests for elastic modulus. The HSRM-HPC constituent materials, i.e. aggregates and cement mortar, have been explicitly modeled and assigned properties determined experimentally. Aggregates size and distribution is modeled using a combination of probabilistic distributions consistent with the results of an experimental sieve analysis. Details of the development of each model are discussed. The models are verified with experimental data. Assessment studies have been performed in order to optimize the models with respect to efficiency, the quality of the results and computational times.
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Lei, Jun-Qing, Xin-Hua Zhong, and Wu-Qin Wang. "Durability Research for High-Performance Concrete Box Girder of High Speed Railway." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36035.

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Now the highspeed railway development is rapid in China. In view of the quality and the features of production technology of railway pre-concrete prefabricated box girder, the experiment researches five kinds of Pumping Concrete, which are composed of different significant slurry. Through researching the Mechanical, conductive, shrinkage and creep properties of specimen, it comes to a conclusion that the main compounding principle of low shrinkage, creep and high-performance concrete of railway box girder is adopting low water and right amount of mineral admixture.
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Rizos, Dimitrios C. "High-Strength Reduced-Modulus High Performance Concrete (HSRM-HPC) for Prestressed Concrete Tie Applications." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5798.

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A High-Strength Reduced-Modulus High Performance Concrete (HSRM-HPC) for use in prestressed concrete rail ties has been developed by the authors. The HSRM-HPC material was originally considered for highway bridges but was rejected because of the accidental finding of the low modulus of elasticity. It is shown that the elastic modulus of the HSRM-HPC is reduced as much as 50% compared to the conventional HPC of the same strength while preserving all other properties of the conventional HPC. The use of the more flexible HSRM-HPC in concrete ties leads to reduced stress amplitudes and regularized stress fields at the rail seat area and the middle segment of the tie, which are the two most critical areas of tie failure. This work discusses the development and characterization of the HSRM HPC material, as well as current work on the performance assessment of such ties. The material development, material characterization, and performance assessment is conducted through experimental testing and computer simulations. The benefits of HSRM-HPC ties are quantified and discussed.
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Mariani, Stefano, Thompson V. Nguyen, Francesco Lanza di Scalea, and Mahmood Fateh. "High Speed Non-Contact Ultrasonic Guided Wave Inspections of Rails." In 2014 Joint Rail Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/jrc2014-3745.

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This paper describes a new system for high-speed and non-contact rail defect detection being developed at the University of California at San Diego (UCSD). A prototype using an ultrasonic air-coupled guided wave signal generation and air-coupled signal detection has been tested at the UCSD Rail Defect Farm. This solution presents an improvement over the previously considered laser/air-coupled hybrid system because it replaces the costly and hard-to-maintain laser with a much cheaper, faster, and easier-to-maintain air-coupled transmitter. In addition to a real-time statistical analysis algorithm, the prototype uses a specialized filtering approach to mitigate the inherently poor signal-to-noise ratio of the air-coupled ultrasonic measurements in rail steel. The laboratory results indicate that the prototype is able to detect internal rail defects with a high reliability. Various aspects of the prototype have been designed with the aid of numerical analyses. In particular, simulations of ultrasonic guided wave propagation in rails have been performed using a Local Interaction Simulation Approach (LISA) algorithm. Many of the system operating parameters were selected based on Receiver Operating Characteristic (ROC) curves, which provide a quantitative manner to evaluate different detection performances based on the trade-off between detection rate and false positive rate. Extensions of the system capability are planned to add rail surface characterization to the internal rail defect detection to optimize rail grinding operations.
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Peterson, Blaine O. "High Speed Rail: Track Construction Considerations." In 2011 Joint Rail Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/jrc2011-56021.

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This paper discusses general High Speed Rail (HSR) track geometry, construction and maintenance practices and tolerances. The discussion will reference several key international projects and highlight different construction methods and the track geometry assessments used to establish and ensure serviceability of a typical HSR system. Historically, established tighter tolerances of “Express” HSR (i.e. operating speeds greater than 240 km/h or 150 mph) systems have favored the use of slab track systems over ballasted track systems. Slab track systems offer greater inherent stability while ballasted track systems generally require more frequent track geometry assessments and anomaly-correcting surfacing operations. The decisions related to which system to use for a given application involve numerous considerations discussed only briefly in this paper. In many cases, the optimal solution may include both track forms. Rolling stock considerations and their influence on track infrastructure design are considered beyond the scope of this paper. This paper will focus predominantly on two slab track systems widely used in international HSR projects: the Japanese J-slab track system; and the German Rheda slab track system. The French track system will be referenced as the typical ballasted track HSR design. The practices discussed in this paper generally apply to systems which are either primarily or exclusively passenger rail systems. In the U.S., these types of systems will necessarily exclude the systems the Federal Railway Administration (FRA) refers to as “Emerging” or “Regional” HSR systems which include passenger train traffic to share trackage on, what are otherwise considered, primarily freight lines.
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Kilian, Matthias R. "Rolling Bearings in High Speed Passenger Traffic." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36016.

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Passenger transport today runs significantly faster than some decades ago and often operates on separate tracks especially constructed for high speed trains. As rolling bearings are very important components in the bogies of trains they have to be suitably designed for high speed. The maximum train speeds reach up to 380 km/h (236 mph) for the latest high speed applications which are 80% higher than in the earlier days of high speed traffic. The paper presents a couple of application examples of modern high speed traffic together with some typical bearing arrangements and housings. It gives some insight into measures taken in the bearing industry to meet the requirements of contemporary high speed traffic and it mentions important standards and regulations applicable for, but not restricted to European applications. The main focus is on journal bearings. Information on traction motor bearings, transmission bearings and housings is included but described in less detail.
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Vitins, Janis. "High Speed Locomotive Development: A European Experience." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36014.

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Europe has a long history of high speed locomotive and power unit development. This paper focuses on these developments in Sweden, Germany, Switzerland and Spain starting from high speed locomotives for 125 mph and ending with the AVE S112 high speed power unit for 206 mph. The major technical objectives starting in the 1970’s were to increase the speed and performance, while reducing the axle load from typically 21t at 125 mph to 17t at ≥ 156 mph. Developments of the propulsion system and vehicle concepts took place in many incremental steps, constantly improving the performance of high speed services. It is shown how American high speed locomotives relate to these developments and how one can learn from the European experience going forward.
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Sislak, Kenneth G. "When is High-Speed Rail Fast Enough?" In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36105.

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The vision for high-speed rail in America includes corridors that are “emerging” as candidates for investment in passenger rail service improvements including increasing maximum authorized speeds to 90 and 110 mph. Will increasing speeds up to 110 mph be cost effective in terms of attracting new riders? This paper will explore the results of studies examining incremental capital costs and the marginal ridership and revenue increases in the Richmond – Hampton Roads passenger rail project and other current emerging high-speed rail corridors throughout the United States.
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Reports on the topic "High rail"

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Polunsky, Steven M. Texas Should Require Homeland Security Standards for High-Speed Rail. Fort Belvoir, VA: Defense Technical Information Center, December 2015. http://dx.doi.org/10.21236/ad1009198.

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Jeyashekar, Nigil, Robert Warden, and Edwin A. Frame. Lubricity Doser Evaluation Studies on High Pressure Common Rail Fuel Systems. Fort Belvoir, VA: Defense Technical Information Center, April 2014. http://dx.doi.org/10.21236/ad1007440.

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Chandra, Shailesh, Timothy Thai, Vivek Mishra, and Princeton Wong. Evaluating Innovative Financing Mechanisms for the California High-Speed Rail Project. Mineta Transportation Institute, March 2021. http://dx.doi.org/10.31979/mti.2021.2047.

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Millions of dollars are involved in high-speed rail (HSR) infrastructure construction and maintenance. Large-scale projects like HSR require funding from a variety of avenues beyond those available through public monies. Although HSR serves the general public’s mobility needs, any funds (whether State or Federal) flowing from the public exchequer usually undergo strict review and scrutiny. Funds from public agencies are always limited, making such traditional financing mechanisms unsustainable for fulfilling HSR’s long-term operational and maintenance cost needs—on top of initial costs involved in construction. Therefore, any sustainable means of financing HSR projects would always be welcome. This research presents an alternate revenue generation mechanism that could be sustainable for financing HSR’s construction, operation, and maintenance. The methodology involves determining key HSR stations, which, after development and improvement, could significantly add value to businesses and real estate growth. Any form of real estate taxes levied on properties surrounding such stations could substantially support the HSR project’s funding needs. In this research, a bi-objective optimization problem is posed in conjunction with a Pareto-optimal front framework to identify those key stations. With 28 California HSR stations used as an example, it was observed that the four proposed HSR stations in Fullerton, Millbrae-SFO, San Francisco Transbay Terminal, and San Diego would be excellent candidates for development. Their development could increase the economic vitality of surrounding businesses. The findings could serve as valuable information for California HSR authorities to focus on developing key stations that would generate an alternate funding source for an HSR project facing funding challenges.
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Schorung, Matthieu. A Geographical Contribution on Interurban Passenger Rail Transportation in the United States. Mineta Transportation Institute, February 2022. http://dx.doi.org/10.31979/mti.2022.2212.

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Why does the rail infrastructure of the United States lag behind those of many other developed countries? Where is U.S. high-speed rail? This research approaches this in a dilemma by exploring Amtrak’s traditional rail services and high-speed rail projects in the nation to understand the workings of public rail transportation policies, what they contain, and how they are developed and pursued by the different stakeholders. This research utilizes case studies and a multiscale approach to analyze the territorialization of intercity rail transportation policies. The analysis demonstrates the emergence of a bottom-up approach to projects, notably apparent in the California HSR project and in the modernization of the Cascades corridor. Furthermore, this research concluded that, first, the development of uniform arguments and recommendations to encourage new rail policies emphasizes structuring effects and economic role of high-speed rail, congestion reduction, modal shift. Second, a tangible though uneven pro-rail position exists among public actors at all levels. Stakeholders prioritize improving and modernizing existing corridors for the launch of higher-speed services, and then on hybrid networks that combine different types of infrastructures. Although there are no publicly backed projects for new lines exclusively dedicated to high-speed rail, most of the high-speed corridors are in fact “higher-speed” corridors, some of which are intended to become high-speed at some time in the future.
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Wong, Ka Ying, Sakshi Pandey, Veronica Ern Hui Wee, and KE Seetha Ram. Planning and Capacity Building for High-Speed Rail Development in India: Five Key Lessons. Asian Development Bank Institute, January 2023. http://dx.doi.org/10.56506/pgrm7468.

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India’s urbanization rate has increased from 26% in 1991 to 35% in 2021, and it is expected to reach 41% by 2030 (World Bank 2022). In response to this, as the backbone of its growing economy, the country’s infrastructure development, particularly transportation development, has been heavily emphasized. The railway sector will see an investment of $715.41 billion by 2030. Along with a series of supporting government policies, an opportunity to expand the high-speed rail (HSR) network has been presented in India. From the viewpoint of the government, HSR is an effective tool to address the surge in travel demand because of its mass transportation, high speed, and high energy efficiency (Suzuki et al. 2022). Besides, HSR projects bring about a ripple effect on the Indian economy by generating local employment opportunities, catalyzing the steel and cement sector and galvanizing AatmaNirbhar Bharat (an initiative by the Government of India to make the country self-reliant) through the indigenization of technology (National High Speed Rail Corporation Limited 2022). From the perspective of communities and individuals, HSR improves their quality of life by offering a faster and safer transportation option for work and travel.
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Warden, Robert W., Edwin A. Frame, Douglas M. Yost, Patsy A. Muzzell, and Eric R. Sattler. Evaluation of Future Fuels in a High Pressure Common Rail System - Part 1 Cummins XPI. Fort Belvoir, VA: Defense Technical Information Center, October 2012. http://dx.doi.org/10.21236/ada571036.

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Heuermann, Daniel, and Johannes Schmieder. The Effect of Infrastructure on Worker Mobility: Evidence from High-Speed Rail Expansion in Germany. Cambridge, MA: National Bureau of Economic Research, April 2018. http://dx.doi.org/10.3386/w24507.

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Green, John G., and Francis J. Miller. Examining the Effects of Precision Scheduled Railroading on Intercity Passenger and High-Speed Rail Service. Mineta Transportation Institute, March 2022. http://dx.doi.org/10.31979/mti.2022.2016.

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More than just scheduling terminal-to-terminal trips for trains, “Precision Scheduled Railroading” (PSR) creates entire point-to-point trip plans for individual railroad shipments. Since precision execution was first put into practice, the benefits to shipment arrival reliability and to freight railroads’ profitability have been demonstrated by its use in several Class One freight railroads. However, the effects of the PSR operating strategy on passenger railway operations in shared freight/passenger corridors has not been studied in detail. This research examines the effects of PSR railroad operations on passenger railways, including measuring “Host Railroad Minutes of Delay per 10,000 Train-Miles” and “On-Time Performance” of individual passenger railways, both intercity and high-speed.
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Warden, Robert W., Edwin A. Frame, and Douglas M. Yost. Evaluation of Future Fuels in a High Pressure Common Rail System. Part 3. John Deere 4.5L Powertech Plus. Fort Belvoir, VA: Defense Technical Information Center, January 2013. http://dx.doi.org/10.21236/ada587541.

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Warden, Robert W., Edwin A. Frame, and Douglas M. Yost. Evaluation of Future Fuels in a High Pressure Common Rail System - Part 2. 2011 Ford 6.7L Diesel Engine. Fort Belvoir, VA: Defense Technical Information Center, January 2013. http://dx.doi.org/10.21236/ada594520.

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