Source record
References¶
The numbered standards, books, regulations, papers, and technical sources cited throughout the compendium.
[1]
Accident Investigation Board Norway, “Report on the railway accident at nykirke station on the vestfold line, 15 february 2012,” Accident Investigation Board Norway, 2013/02, 2013.
[2]
Administrador de Infraestructuras Ferroviarias, “Network statement 2020,” ADIF, 2020. Available: https://www.adif.es/documents/20124/7076924/book_ADIF_NS_V0_2020_24092020.pdf/78e4597f-4890-b06e-cf9c-233ddaeaeb27
[3]
Administrador de Infraestructuras Ferroviarias, “NAP 1-2-1.0: Metodología para el diseño del trazado ferroviario,” ADIF, 2024. Available: https://www.adif.es/documents/20124/35603770/NAP1210_ED2_FC1.pdf/31ffa7d5-31cd-10f3-3815-99b9cf88ba48
[4]
C. Andersson and A. Johansson, “Prediction of rail corrugation generated by three-dimensional wheel–rail interaction,” Wear, vol. 257, no. 3–4, pp. 423–434, 2004, doi: 10.1016/j.wear.2004.01.009.
[5]
E. Andersson, M. Berg, and S. Stichel, Rail vehicle dynamics. Stockholm: KTH Royal Institute of Technology, 2014.
[6]
Bane NOR, “Bane NOR technical regulations: Maintenance work in continuously welded track.” https://trv.banenor.no/wiki/Overbygning/Vedlikehold/Vedlikeholdsarbeider_i_helsveist_spor.
[7]
Bane NOR, “Bane NOR technical regulations: substructure.” https://trv.banenor.no/wiki/Underbygning.
[8]
Bane NOR, “Bane NOR technical regulations: Substructure, drainage.” https://trv.banenor.no/wiki/Underbygning/Prosjektering_og_bygging/Drenering.
[9]
Bane NOR, “Bane NOR technical regulations: Substructure, frost protection.” https://trv.banenor.no/wiki/Underbygning/Prosjektering_og_bygging/Frost.
[10]
Bane NOR, “Bane NOR technical regulations: superstructure.” https://trv.banenor.no/wiki/Overbygning.
[11]
Bane NOR, “Bane NOR technical regulations: Superstructure, construction of continuously welded track.” https://trv.banenor.no/wiki/Overbygning/Bygging/Helsveist_spor.
[12]
Bane NOR, “Bane NOR technical regulations: Superstructure, design of continuously welded track.” https://trv.banenor.no/wiki/Overbygning/Prosjektering/Helsveist_spor.
[13]
Bane NOR, “Bane NOR technical regulations: Superstructure, maintenance of rails.” https://trv.banenor.no/wiki/Overbygning/Vedlikehold/Skinner.
[14]
Bane NOR, “Bane NOR technical regulations: tunnels.” https://trv.banenor.no/wiki/Tunneler.
[15]
Bane NOR, “Jernbanekompetanse: Aksialkrefter i helsveist spor.” Bane NOR Oppslagsverk.
[16]
Bane NOR, “Jernbanekompetanse: Condition monitoring and track quality.” https://oppslagsverk.banenor.no/jernbanekompetanse/overbygning/vedlikehold/tilstandskontroll/.
[17]
Bane NOR, “Jernbanekompetanse: Sporets sidemotstand.” Bane NOR Oppslagsverk.
[18]
Bane NOR, “Jernbanekompetanse: sporgeometri.” https://oppslagsverk.banenor.no/jernbanekompetanse/overbygning/sporets-trase/sporgeometri/.
[19]
Bane NOR, “Jernbanekompetanse: sporstoppere.” https://oppslagsverk.banenor.no/jernbanekompetanse/overbygning/sporets-komponenter/sporstoppere/.
[20]
Bane NOR, “Nytt dobbeltspor: Sandbukta–moss–såstad.” https://www.banenor.no/prosjekter/alle-prosjekter/nytt-dobbeltspor-sandbukta-moss-sastad/.
[21]
Bane NOR, “Vedlegg 4: ytelsesordning.” https://oppslagsverk.banenor.no/network-statement/ast/vedlegg-4-ytelsesordning/.
[22]
Bane NOR, “Førers regelbok Bane NOR, STY-603526.” https://www.banenor.no/siteassets/bane-nor-sf/leverandor/krav-og-sikkerhet/regler-og-arbeidsprosesser/sty-603526.pdf, 2024.
[23]
Bane NOR, “Instruks for betjening av fjernstyringsanleggene ved Øst og sør-vest trafikkstyringssentraler (vicos).” https://orv.banenor.no/signalanlegg/fjernstyringsinstrukser-operatorveiledninger/fjernstyringsinstrukser/betjening-av-fjernstyringsanlegg-ost-sor-vest/, 2024.
[24]
Bane NOR, “Instruks for betjening av fjernstyringsanleggene ved TSS nord (railmanager).” https://orv.banenor.no/signalanlegg/fjernstyringsinstrukser-operatorveiledninger/fjernstyringsinstrukser/betjening-av-fjernstyringsanlegg-nord/, 2024.
[25]
Bane NOR, “Norske dynamiske mål, NO1 og NO2.” https://oppslagsverk.banenor.no/globalassets/felles-for-oppslagsverk-og-regelverk/nedlasting/no1_no2_dokument_no_0424.pdf, 2024.
[26]
Bane NOR, “Capacity allocation, network statement 2026.” Bane NOR Network Statement, 2025.
[27]
Bane NOR, “ERTMS in Norway: Migration plan and implementation status.” https://www.banenor.no/jernbanen/ertms/, 2025.
[28]
Bane NOR, “InfraStatus 2024.” https://www.banenor.no/contentassets/4a5e76e87edc4f1ea0514b6e274bc9c1/infrastatus-2024.pdf, 2025.
[29]
Bane NOR, “Network statement 2026.” https://oppslagsverk.banenor.no/en/network-statement/network-statement-2026/, 2025.
[30]
Bane NOR, “Network statement 2027.” https://oppslagsverk.banenor.no/en/network-statement/2027/, 2025.
[31]
Bane NOR, “Planlegging, gjennomføring og rapportering av drift og vedlikehold infrastruktur.” https://eksternstyrendedokumenter.azurewebsites.net/api/GetExternalStyByDocId?docId=STY-605097, 2025.
[32]
Bane NOR, “Planoverganger.” https://oppslagsverk.banenor.no/jernbanekompetanse/overbygning/planoverganger/, 2025.
[33]
Bane NOR, “Utforming av tunnelprofiler.” Bane NOR Oppslagsverk, 2025.
[34]
Bane NOR, “Bane NOR årsrapport 2025.” Bane NOR annual report PDF, 2026.
[35]
Bane NOR, “Bane NOR network statement: Annex 2, traffic data to bane NOR.” https://oppslagsverk.banenor.no/en/network-statement/avtale-om-sportilgang-og-bruk-av-tjenester-ast/traffic-data-to-bane-nor/, 2026.
[36]
Bane NOR, “Bane NOR technical regulations: Catalogue of rail defects and rail breaks.” https://trv.banenor.no/wiki/Overbygning/Vedlikehold/Skinner/Vedlegg/Katalog_over_feil_og_brudd_i_skinner, 2026.
[37]
Bane NOR, “Bane NOR technical regulations: Contact line and contact-line maintenance requirements.” https://trv.banenor.no/wiki/Kontaktledning, 2026.
[38]
Bane NOR, “Bane NOR technical regulations: Contact line foundations, masts and portals.” https://trv.banenor.no/wiki/Kontaktledning/Prosjektering_og_Bygging/Fundamenter%2C_master_og_%C3%A5k, 2026.
[39]
Bane NOR, “Bane NOR technical regulations: Contact line, mechanical design.” https://trv.banenor.no/wiki/Kontaktledning/Prosjektering_og_Bygging/Mekanisk_utforming, 2026.
[40]
Bane NOR, “Bane NOR technical regulations: Profiler og lasttilfeller i Bane NOR.” https://trv.banenor.no/wiki/Underbygning/Prosjektering_og_bygging/Profiler_og_minste_tverrsnitt/Vedlegg/Profiler, 2026.
[41]
Bane NOR, “Bane NOR technical regulations: signalling.” https://trv.banenor.no/wiki/Signal, 2026.
[42]
Bane NOR, “Bane NOR technical regulations: skiltoversikt.” https://trv.banenor.no/wiki/Skilt/Plassering_av_skilt_langs_sporet/Skiltoversikt, 2026.
[43]
Bane NOR, “Bane NOR technical regulations: Substructure, noise barriers.” https://trv.banenor.no/wiki/Underbygning/Prosjektering_og_bygging/St%C3%B8yskjermer, 2026.
[44]
Bane NOR, “Bane NOR technical regulations: Superstructure maintenance, general technical requirements.” https://trv.banenor.no/wiki/Overbygning/Vedlikehold/Generelle_tekniske_krav, 2026.
[45]
Bane NOR, “Bane NOR technical regulations: Superstructure, sleepers appendix.” https://trv.banenor.no/wiki/Overbygning/Prosjektering/Sporkonstruksjoner/Vedlegg/Sviller, 2026.
[46]
Bane NOR, “Bane NOR technical regulations: Superstructure, switches and crossings.” https://trv.banenor.no/wiki/Overbygning/Prosjektering/Sporveksler, 2026.
[47]
Bane NOR, “Bane NOR technical regulations: Superstructure, track constructions.” https://trv.banenor.no/wiki/Overbygning/Prosjektering/Sporkonstruksjoner, 2026.
[48]
Bane NOR, “Bane NOR technical regulations: Track geometry, position and quality.” https://trv.banenor.no/wiki/Overbygning/Vedlikehold/Sporets_geometri%2C_beliggenhet_og_kvalitet, 2026.
[49]
Bane NOR, “Bane NOR technical regulations: Underbygning, profiler og minste tverrsnitt.” https://trv.banenor.no/wiki/Underbygning/Prosjektering_og_bygging/Profiler_og_minste_tverrsnitt, 2026.
[50]
Bane NOR, “Bane NOR technical specification: Switches and crossings.” https://tekniskregelverk.banenor.no/tekniske-spesifikasjoner/overbygning/switches-and-crossings/, 2026.
[51]
Bane NOR, “Dobbeltspor drammen–kobbervikdalen kåret til årets anlegg 2025.” Bane NOR project page, 2026.
[52]
Bane NOR, “ELS710 drivmaskin (ERTMS) (SA-ITD).” https://oppslagsverk.banenor.no/vedlikeholdsprogram/signal/els710-drivmaskin-ertms-sa-itd/, 2026.
[53]
Bane NOR, “Jernbanekompetanse: Minste tverrsnitt og profiler.” https://oppslagsverk.banenor.no/jernbanekompetanse/overbygning/sporets-trase/minste-tverrsnitt-og-profiler/, 2026.
[54]
Bane NOR, “Stoppskilt på strekning med ERTMS.” https://orv.banenor.no/trafikkregler-for-jernbanenettet/kapittel-8/sarlige-skilt-pa-strekning-med-ertms/stoppskilt-pa-strekning-med-ertms/, 2026.
[55]
Bane NOR, “Trafikkregler for jernbanenettet: Kapittel 8, lyssignaler.” https://orv.banenor.no/trafikkregler-for-jernbanenettet/kapittel-8/lyssignaler/, 2026.
[56]
P. Burrage, M. Murray, and N. Lake, “The role of track geometry quality indices in railway track maintenance,” Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 232, no. 3, pp. 735–747, 2018, doi: 10.1177/0954409716685785.
[57]
Y. Chatkeo, “Die stabilität des eisenbahngleises im bogen mit engen halbmessern bei hohen axialdruckkräften,” PhD thesis, Technische Universität München, München, 1985.
[58]
Comisión de Investigación de Accidentes Ferroviarios, “Informe final sobre el accidente grave ferroviario n.º 0054/2013 ocurrido el día 24.07.2013 en las proximidades de la estación de santiago de compostela,” Ministerio de Fomento, Gobierno de España, IF-240713-200514-CIAF, 2014. Available: https://www.transportes.gob.es/recursos_mfom/pdf/0ADE7F17-84BB-4CBD-9451-C750EDE06170/125127/IF240713200514CIAF.pdf
[59]
Contando Estrelas, “Tragedia en santiago de compostela (b).jpg.” https://commons.wikimedia.org/wiki/File:Tragedia_en_Santiago_de_Compostela_(b).jpg, 2013.
.jpg){kind=link}
[60]
T. Dahlberg, “Railway track stiffness variations – consequences and countermeasures,” International Journal of Civil Engineering, vol. 1, no. 1, pp. 1–12, 2003.
[61]
N. Dunn and A. Williamson, “Driving monotonous routes in a train simulator: The effect of task demand on driving performance and subjective experience,” Ergonomics, vol. 55, no. 9, pp. 997–1008, 2012, doi: 10.1080/00140139.2012.691994.
[62]
J. Eisenmann, “Die schiene als tragbalken (the rail as a carrying beam),” Eisenbahningenieur, vol. 23, no. 5, pp. 185–190, 1972.
[63]
A. Ekberg and E. Bertheaux, “Rolling contact fatigue of railway wheels and rails – a review,” Fatigue & Fracture of Engineering Materials & Structures, vol. 24, no. 6, pp. 385–402, 2001, doi: 10.1046/j.1460-2695.2001.00410.x.
[64]
Elmagasinet, “Europas mest moderne trafikkstyringssentral.” https://elmagasinet.no/europas-mest-moderne-trafikkstyringssentral/, 2022.
[65]
C. Esveld, Modern railway track, 2nd ed. Zaltbommel, The Netherlands: MRT-Productions, 2016.
[66]
European Commission, “ETCS levels and modes.” https://transport.ec.europa.eu/transport-modes/rail/ertms/what-ertms-and-how-does-it-work/etcs-levels-and-modes_en.
[67]
European Commission, “Commission decision 2002/735/EC concerning the technical specification for interoperability relating to the rolling stock subsystem of the trans-european high-speed rail system.” https://eur-lex.europa.eu/eli/dec/2002/735/oj/eng, 2002.
[68]
European Commission, “Commission regulation (EU) no 1299/2014 on the technical specifications for interoperability relating to the infrastructure subsystem of the rail system in the european union.” https://eur-lex.europa.eu/eli/reg/2014/1299/oj/eng, 2014.
[69]
European Commission, “Commission regulation (EU) no 1303/2014 concerning the technical specification for interoperability relating to safety in railway tunnels.” https://eur-lex.europa.eu/eli/reg/2014/1303/oj/eng, 2014.
[70]
European Commission, “Revised annex I to directive 2002/49/EC: Assessment methods for environmental noise,” European Commission, EU 2021/1227, 2021.
[71]
European Commission, “Commission implementing regulation (EU) 2023/1695 on the technical specification for interoperability relating to the control-command and signalling subsystems of the rail system in the european union.” https://eur-lex.europa.eu/legal-content/EN/ALL/?uri=CELEX:32023R1695, 2023.
[72]
European Committee for Electrotechnical Standardization (CENELEC), “EN 50163: Railway applications – supply voltages of traction systems.” European Committee for Standardization (CENELEC), 2004.
[73]
European Committee for Electrotechnical Standardization (CENELEC), “EN 50122-1: Railway applications – fixed installations – electrical safety, earthing and the return circuit – part 1: Protective provisions against electrical shock.” European Committee for Standardization (CENELEC), 2011.
[74]
European Committee for Electrotechnical Standardization (CENELEC), “EN 50119: Railway applications – fixed installations – electric traction overhead contact lines.” European Committee for Standardization (CENELEC), 2020.
[75]
European Committee for Electrotechnical Standardization (CENELEC), “EN 50367: Railway applications – current collection systems – criteria to achieve technical compatibility between pantographs and overhead contact line.” European Committee for Standardization (CENELEC), 2020.
[76]
European Committee for Standardization (CEN), “EN 13450: Aggregates for railway ballast.” European Committee for Standardization (CEN), 2002.
[77]
European Committee for Standardization (CEN), “EN 13232: Railway applications – track – switches and crossings – part 1: definitions.” European Committee for Standardization (CEN), 2004.
[78]
European Committee for Standardization (CEN), “EN 14730-2: Railway applications – track – aluminothermic welding of rails – part 2: Qualification of aluminothermic welding processes.” European Committee for Standardization (CEN), 2006.
[79]
European Committee for Standardization (CEN), “EN 14811: Railway applications – track – special construction of switches and crossings – grooved running rails and associated construction parts.” European Committee for Standardization (CEN), 2006.
[80]
European Committee for Standardization (CEN), “EN 13848-2: Railway applications – track – track geometry quality – part 2: Measuring systems – track recording vehicles.” European Committee for Standardization (CEN), 2008.
[81]
European Committee for Standardization (CEN), “EN 14587-2: Railway applications – infrastructure – flash butt welding of rails – part 2: New R220, R260, R260Mn and R350HT grade rails by mobile welding machines at sites other than a fixed plant.” European Committee for Standardization (CEN), 2009.
[82]
European Committee for Standardization (CEN), “EN 13674-1: Railway applications – track – rail – part 1: Vignole railway rails 46 kg/m and above.” European Committee for Standardization (CEN), 2011.
[83]
European Committee for Standardization (CEN), “EN 13848-4: Railway applications – track – track geometry quality – part 4: Measuring systems – system acceptance.” European Committee for Standardization (CEN), 2011.
[84]
European Committee for Standardization (CEN), “EN 13231: Railway applications – track – acceptance of works – plain line, switches and crossings and track renewals.” European Committee for Standardization (CEN), 2012.
[85]
European Committee for Standardization (CEN), “EN 13481-1: Railway applications – track – performance requirements for fastening systems – part 1: definitions.” European Committee for Standardization (CEN), 2012.
[86]
European Committee for Standardization (CEN), “EN 13848-2+A1: Railway applications – track – track geometry quality – part 2: Measuring systems – track recording vehicles, amendment 1.” European Committee for Standardization (CEN), 2012.
[87]
European Committee for Standardization (CEN), “EN 14363: Railway applications – testing and simulation for the acceptance of running characteristics of railway vehicles – running behaviour and stationary tests.” European Committee for Standardization (CEN), 2016.
[88]
European Committee for Standardization (CEN), “EN 13848-5: Railway applications – track – track geometry quality – part 5: Geometric quality levels – plain line, switches and crossings.” European Committee for Standardization (CEN), 2017.
[89]
European Committee for Standardization (CEN), “EN 13848-1:2019: Railway applications – track – track geometry quality – part 1: Characterisation of track geometry.” European Committee for Standardization (CEN), 2019.
[90]
European Committee for Standardization (CEN), “EN 13715:2020: Railway applications – wheelsets and bogies – wheels – tread profile.” European Committee for Standardization (CEN), 2020.
[91]
European Parliament and Council, “Directive 2002/49/EC relating to the assessment and management of environmental noise.” Official Journal of the European Communities, 2002.
[92]
European Union Agency for Railways (ERA), “System requirements specification – ETCS.” ERA ERTMS page, 2023.
[93]
Eurostat, “Length of electrified railway lines by type of current (rail_if_electri).” https://ec.europa.eu/eurostat/databrowser/view/rail_if_electri/default/table?lang=en, 2026.
[94]
Federal Railroad Administration, “Santiago de compostela derailment, july 2013.” FRA human-factors case study, 2019.
[95]
Federal Railroad Administration, “Aerodynamic assessment and mitigation: Design considerations for high-speed rail,” Federal Railroad Administration, U.S. Department of Transportation, Washington, DC, DOT/FRA/ORD-22/28, 2022. Available: https://railroads.dot.gov/sites/fra.dot.gov/files/2022-07/Arup%20Aero-A.pdf
[96]
Federal Railroad Administration, “Measurement and characterization of track geometry data: Literature review and recommendations for processing of data from FRA ATIP program,” Federal Railroad Administration, U.S. Department of Transportation, 2022. Available: https://rosap.ntl.bts.gov/view/dot/68613/dot_68613_DS1.pdf
[97]
Francis & Lewis International Ltd., “Overhead electrification line cantilever assembly.” https://patents.google.com/patent/WO2015092413A1/en, 2015.
[98]
R. D. Fröhling, “Wheel/rail interface management in heavy haul railway operations – applying science and technology,” Vehicle System Dynamics, vol. 45, no. 7–8, pp. 649–677, 2007, doi: 10.1080/00423110701456045.
[99]
Gilson Company, Inc., “Aggregate abrasion testing: The micro-deval test method.” https://www.globalgilson.com/blog/aggregate-abrasion-testing-micro-deval-test.
[100]
Gilson Company, Inc., “Micro-deval apparatus.” https://www.globalgilson.com/micro-deval-apparatus.
[101]
S. L. Grassie, “Rail corrugation: Characteristics, causes, and treatments,” Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 223, no. 6, pp. 581–596, 2009, doi: 10.1243/09544097JRRT264.
[102]
S. L. Grassie and J. Kalousek, “Rail corrugation: Characteristics, causes and treatments,” Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 207, no. 1, pp. 57–68, 1993, doi: 10.1243/PIME_PROC_1993_207_227_02.
[103]
I. Grossoni, P. Hughes, Y. Bezin, and U. Gehring, “Failures at railway switches: An overview of the issues, causes, and measurement technologies,” Engineering Failure Analysis, vol. 119, p. 104987, 2021, doi: 10.1016/j.engfailanal.2020.104987.
[104]
H. Hertz, “Über die Berührung fester elastischer Körper,” Journal für die reine und angewandte Mathematik, vol. 92, pp. 156–171, 1882.
[105]
X. Huang et al., “Comparative research on vibration characteristics of cast-in-place steel-spring-floating slab track under different subway line conditions,” Applied Sciences, vol. 12, no. 10, p. 5079, 2022, doi: 10.3390/app12105079.
[106]
Humboldt Mfg. Co., “Los angeles abrasion machine.” https://www.humboldtmfg.com/los-angeles-abrasion-machine.html.
[107]
IDS GeoRadar, “SRS SafeRailSystem: Safe railway ballast inspections with ground penetrating radar.” https://idsgeoradar.com/products/ground-penetrating-radar/srs-saferailsystem, 2026.
[108]
INNOTRACK Consortium, “Recommendations and guidelines for track maintenance,” INNOTRACK Deliverable D4.5.2, 2010.
[109]
International Organization for Standardization, “ISO 14837-1: Mechanical vibration – ground-borne noise and vibration arising from rail systems – part 1: General guidance.” International Organization for Standardization, 2005.
[110]
International Union of Railways (UIC), “Freight Noise Focus: K-blocks.” International Union of Railways (UIC), Oct. 2009.
[111]
International Union of Railways (UIC), “IRS 60650: Railway application – rolling stock – standard designation of axle arrangement on locomotives and multiple-unit sets.” International Union of Railways (UIC), 2016.
[112]
International Union of Railways (UIC) and Office for Research and Experiments (ORE), “Standardisation of wheel profiles: Recommendations concerning a universal wheel profile adapted to wear (UIC/ORE profile) valid regardless of the wheel diameter and the type of vehicle,” International Union of Railways (UIC), S1002/RP 2/E, 1973.
[113]
S. Iwnicki, Handbook of railway vehicle dynamics. Boca Raton: CRC Press / Taylor & Francis, 2006.
[114]
Jklamo, N299, and Hexalogical, “Europe rail electrification en.svg.” https://commons.wikimedia.org/wiki/File:Europe_rail_electrification_en.svg, 2026.
[115]
E. Kabo and A. Ekberg, “Fatigue initiation in railway wheels – on the influence of defects and residual stresses,” Wear, vol. 253, no. 1–2, pp. 26–34, 2002, doi: 10.1016/S0043-1648(02)00080-3.
[116]
J. J. Kalker, “A fast algorithm for the simplified theory of rolling contact,” Vehicle System Dynamics, vol. 11, no. 1, pp. 1–13, 1982, doi: 10.1080/00423118208968684.
[117]
A. Kish, G. Samavedam, and D. Wormley, “Fundamentals of track lateral shift for high-speed rail applications,” United States Department of Transportation, Federal Railroad Administration, 1998.
[118]
Klima- og miljødepartementet, “Retningslinje for behandling av støy i arealplanleggingen (T-1442/2021).” https://www.regjeringen.no/contentassets/7d2793f6d8254e4b9cc2c4f33592657f/t-1442-2021.pdf, 2021.
[119]
K. Knothe and S. Stichel, Rail vehicle dynamics. Cham: Springer International Publishing, 2017. doi: 10.1007/978-3-319-45376-7.
[120]
S. Lamb, “US derail detail.JPG.” https://commons.wikimedia.org/wiki/File:US_derail_detail.JPG, 2005.
[121]
T. Lees, T. Chalmers, D. Burton, E. Zilberg, T. Penzel, and S. Lal, “Psychophysiology of monotonous driving, fatigue and sleepiness in train and non-professional drivers: Driver safety implications,” Behavioral Sciences, vol. 13, no. 10, p. 788, 2023, doi: 10.3390/bs13100788.
[122]
D. Li, T. R. Sussmann, and K. B. Choi, Railway geotechnics. Boca Raton: CRC Press, 2015.
[123]
B. Lichtberger, “The lateral resistance of the track, part 2,” European Railway Review, pp. 68–71, 2007.
[124]
B. Lichtberger, Track compendium: Formation, permanent way, maintenance, economics. Hamburg: Eurailpress, 2011.
[125]
Lovdata, “Forskrift om begrensning av forurensning (forurensningsforskriften), kapittel 5: Støy.” https://lovdata.no/forskrift/2004-06-01-931/kap5, 2004.
[126]
W. Ma, Y. Fang, T. Li, and M. Shao, “Alleviation effects of hoods at the entrances and exits of high-speed railway tunnels on the micro-pressure wave,” Applied Sciences, vol. 14, no. 2, p. 692, 2024, doi: 10.3390/app14020692.
[127]
H. Meier, “Die verwerfungsgefahr beim lückenlosen vollbahngleis und ihre beseitigung,” PhD thesis, Technische Hochschule München, München, 1934.
[128]
Y. Muhamedsalih, J. Bartle, and J. Sharples, “Squats on the great Britain rail network: Possible root causes and research recommendations,” Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 227, no. 6, pp. 686–697, 2013, doi: 10.1177/0954409713482234.
[129]
J. C. O. Nielsen and A. Igeland, “Vertical dynamic interaction between train and track – influence of wheel and track imperfections,” Journal of Sound and Vibration, vol. 187, no. 5, pp. 825–839, 1995, doi: 10.1006/jsvi.1995.0566.
[130]
R. S. Nordal and A. H. Løhren, “Laboratory and field testings of the new concrete friction sleeper,” in Proceedings of the seventh international conference on the bearing capacity of roads, railways and airfields, 2005.
[131]
Norwegian Geotechnical Institute, “Large quick clay slides in norway.” NGI quick-clay landslides page, 2025.
[132]
Norwegian Geotechnical Institute, “Using the Q-System: Rock mass classification and support design.” NGI Q-system handbook PDF, 2025.
[133]
NTNU, “TBA4225 railway engineering: Catenary systems and design assignment.” Course assignment material, 2024.
[134]
NTNU, “TBA4225 railway engineering: Railway catenary system course material.” Course material, figure 44, 2024.
[135]
NTNU, “TBA4225 railway engineering: Railway catenary system course material.” Course material, figure 63, 2024.
[136]
NTNU, “TBA4225 railway engineering: Railway catenary system course material.” Course material, figures 72–73, 2024.
[137]
NTNU, “TBA4225 railway engineering 2: Kontaktledningssystemer course material.” Course material, figure 11, 2025.
[138]
N. O. E. Olsson, J. A. Langlo, A. Johansen, and O. Torp, Practical project management. Trondheim: Tapir Academic Press, 2011.
[139]
OpenStreetMap contributors, “Sanitago-derailment-rail-map.JPG.” https://commons.wikimedia.org/wiki/File:Sanitago-Derailment-Rail-Map.JPG, 2023.
[140]
OrdinaryHonestHardWorking, “NoiseBarrierRail.JPG.” https://commons.wikimedia.org/wiki/File:NoiseBarrierRail.JPG, 2008.
[141]
V. A. Profillidis, Railway management and engineering, 4th ed. London: Routledge / Taylor & Francis, 2016.
[142]
RailSystem.net, “Axle counter.” https://railsystem.net/axle-counter/, 2017.
[143]
J. W. Ringsberg, H. Bjarnehed, A. Johansson, and L. Josefson, “Rolling contact fatigue of rails – finite element modelling of residual stresses, strains and crack initiation,” Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 214, no. 1, pp. 7–19, 2000, doi: 10.1243/0954409001531207.
[144]
E. T. Selig and J. M. Waters, Track geotechnology and substructure management. London: Thomas Telford, 1994.
[145]
S. Sharma, Y. Cui, Q. He, R. Mohammadi, and Z. Li, “Data-driven optimization of railway maintenance for track geometry,” Transportation Research Part C: Emerging Technologies, vol. 90, pp. 34–58, 2018, doi: 10.1016/j.trc.2018.02.019.
[146]
Siemens AG, “S 700 K point machine.” https://assets.new.siemens.com/siemens/assets/api/uuid:a0351b96-65f9-43c8-b976-45eee5d9d1d5/s-700-k.pdf, 2008.
[147]
Siemens AG, “Switchguard ELS 710 point machine.” https://assets.new.siemens.com/siemens/assets/api/uuid:1e6e9276-dc87-40c4-a3ff-0c346aa57c9b/switchguard-els-710-en.pdf, 2014.
[148]
Sky News, “Train driver faces trial over crash that killed 80 people near santiago de compostela in spain.” news.sky.com/story/12360814, 2021.
[149]
Standard Norge, “NS 8176: Vibration and shock – measurement of vibration in buildings from land-based transport and guidance to evaluation of its effects on human beings.” Standard Norge, 2017.
[150]
Teknisk Ukeblad, “Øker kostnadsrammen for jernbaneutbyggingen i moss med flere milliarder.” tu.no article 546912, 2024.
[151]
D. Thompson, Railway noise and vibration: Mechanisms, modelling and means of control. Oxford: Elsevier, 2009.
[152]
TrainSimFan, “Overhead catenary bridge.” https://commons.wikimedia.org/wiki/File:Overhead_catenary_bridge.jpg, 2016.
[153]
Transit Cooperative Research Program, “Track design handbook for light rail transit, volume 5: Derailment investigation and prevention,” Transportation Research Board, TCRP Report 71, 2005.
[154]
K. Tzanakakis, The railway track and its long term behaviour: A handbook for a railway track of high quality, vol. 2. in Springer tracts on transportation and traffic, vol. 2. Berlin, Heidelberg: Springer, 2013. doi: 10.1007/978-3-642-36051-0.
[155]
Union Internationale des Chemins de Fer (UIC), “UIC Code 743R: Turnout geometry: Layout and drawing.” 2000.
[156]
Union Internationale des Chemins de Fer (UIC), “UIC Code 774-3R: Track/bridge interaction – recommendations for calculations.” 2001.
[157]
Union Internationale des Chemins de Fer (UIC), “UIC Code 720R: Laying and maintenance of CWR track.” 2005.
[158]
Union Internationale des Chemins de Fer (UIC), “UIC Code 860: Technical specification for the supply of rails.” 2008.
[159]
Union Internationale des Chemins de Fer (UIC), “UIC Code 518: Testing and approval of railway vehicles from the point of view of their dynamic behaviour – safety – track fatigue – running behaviour.” 2009.
[160]
Union Internationale des Chemins de Fer (UIC), “UIC Code 734R: Switches – permissible values for verification at works and during maintenance operations.” 2011.
[161]
Union Internationale des Chemins de Fer (UIC), “UIC Code 406: capacity.” 2013.
[162]
Union Internationale des Chemins de Fer (UIC), “UIC Code 714R: Classification of lines for the purpose of track maintenance.” 2014.
[163]
P. Veit and S. Marschnig, “Sustainability in track – a prerequisite for high speed,” Journal of Transportation Technologies, vol. 1, no. 3, pp. 57–65, 2011.
[164]
ViaTech, “Roger 1000.” https://viatech.no/roger-1000/, 2026.
[165]
S. Wang, G. Liu, G. Jing, Q. Feng, H. Liu, and Y. Guo, “State-of-the-art review of ground penetrating radar (GPR) applications for railway ballast inspection,” Sensors, vol. 22, no. 7, p. 2450, 2022, doi: 10.3390/s22072450.
[166]
H. Weinstock, “Wheel climb derailment criteria for evaluation of rail vehicle safety,” in Proceedings of the ASME winter annual meeting, New Orleans, Louisiana, 1984.
[167]
World Health Organization, “Environmental noise guidelines for the European region,” WHO Regional Office for Europe, Copenhagen, 2018.