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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
CEMOSA (2014), Design requirements and improved guidelines for design (track loading, resilience & RAMS), Capacity for Rail, C4R, p. 70.URL
2 
Selig, E. T., and Waters, J. M. (1994), Track Geotechnology and Substructure Management. T. Telford Ltd.URL
3 
Michas, G. (2012), Slab Track Systems for High-Speed Railways, Royal Institute of Technology (KTH), Stockholm, Sweden, pp. 1-2.URL
4 
Sugrue, W. (2013), Permanent Way for High Speed Lines, In: 9th Training on High Speed Systems Permanent Way for High Speed Lines. UIC – Paris.URL
5 
Profillidis, V. A. (2016), Railway Management and Engineering: Fourth Edition. Fourth Edi. New York, USA: Routledge.URL
6 
RTRI (2012), Design Standards for Railway Structures and Commentary(track structure), Railway Technical Research Institute, Tokyo, Japan. (In Japanese)URL
7 
Seo, S. B. (2019), Track Engineering (4th edition), BG Book Gallery, p. 353 (in Korean).URL
8 
D’angelo, G., Bressi, S., Giunta, M. et al. (2018), Novel performance-based technique for predicting maintenance strategy of bitumen stabilised ballast[J], Construction and Building Materials, 161, 1-8.DOI
9 
D’angelo, G., Thom, N., and Lo Presti, D. (2016), Bitumen stabilized ballast: A potential solution for railway track-bed[J], Construction and Building Materials, 124, 118-126.DOI
10 
Sol-Sánchez, M., and D’angelo, G. (2017), Review of the design and maintenance technologies used to decelerate the deterioration of ballasted railway tracks[J], Construction and Building Materials, 157, 402-415.DOI
11 
Rose, J. G., Teixeira, P. F., and Ridgway, N. E. (2010), Utilization of asphalt/bituminous layers and coatings in railway trackbeds: A compendium of international applications, IL, USA, pp. 27-29.DOI
12 
Esveld, C. (2001), Modern Railway Track (Second Edition), Delft University of Technology, MRT-Productions.URL
13 
Lichtberger, B. (2005), Track Compendium, Formation – Permanent way, Maintenance, Economics(first edition), Eurailpress, Tetzlaff-Hestra GmbH & Co. KG, Hamburg, Germany.URL
14 
Leykauf, G., Lechner, B., and Stahl, B, W. (2006), Trends in the use of slab track/ballastless tracks, RTR Special Issue.URL
15 
Teixeira, P. F., Ferreira, P. A., López Pita, A., Casas, C., and Bachiller, A. (2009), The Use of Bituminous Subballast on Future High-Speed Lines in Spain: Structural Design and Economical Impact, IJR International Journal of Railway, 2(1), 1-7.URL
16 
Teixeira, P. F., and Lopez-Pita, A. (2005), Viability of Using Bituminous Subballast Layer on High-Speed Ballasted Tracks. Proceedings of the BCRA2005 - International Conference on Bearing Capacity of Roads, Railways and Airfields Conference, Trondheim, Norway, pp. 27-29.URL
17 
Zeng, X. (D.) (2005), Rubber-Modified Asphalt Concrete for High-Speed Railway Roadbeds; Final Report for High-Speed Rail IDEA Project 40, Transportation Resreach Board, USA.URL
18 
European Asphalt Pavement Association (2014), Asphalt in railway tracks. EAPA Position Paper, pp. 4–11.URL
19 
Rose, J. ANDERSON (2006), Long-Term Performance of Asphalt Underlayment Trackbeds for special Trackbed Applications [C]. American Railway Engineering and Maintenance-of-Way Assoc., Ann.Conf.Proc, Louisville, K Y, pp. 27.URL
20 
Lichtberger, B. (2005), Track Compendium, Formation – Permanent way, Maintenance, Economics(first ed.), Eurailpress, Tetzlaff- Hestra GmbH & Co. KG, Hamburg, Germany.URL
21 
Frenzel, J., and Frenzel, J. (2010), Vier Jahrzehnte Feste Fahrbahn System Sato auf Asphalttragschicht ; Status quo der Einbau- und Betriebserfahrungen und Optimierungspotenziale, FESTE FAHRBAHN, EI-Eisenbahningenieur, 2010.09, pp. 55-62. (In Germany)URL
22 
Momoya, Y. (2004), A study on deformation characteristics of railway roadbed considering an effect of moving wheel loading, A doctoral thesis, The University of Tokyo, Japan, pp. 198–229. (In Japanese)URL
23 
Ando, K., and Sunaga, M. (2001), Development of slab tracks for Hokuriku Shinkansen line, Quarterly report of RTRI, 42, 35-41 (In Japanese).DOI
24 
KRRI (2016), Development of asphalt roadbed and track system suited to speed up, Korea Railroad Research Institute, KRRI Research 2016-106 (in Korean).URL
25 
KR (2020), Railway Facility Performance Verification Guidelines, Korea national railway, Daejeon-si, Korea (in Korean).URL
26 
MLIT (2021), 4st National Rail Network Construction Plan (2021-2030), Ministry of Land, Infrastructure and Transport, Sejong-si, Korea (in Korean).URL
27 
Velasquez, R., Marasteanu, M., Clyne, T. R., and Worel, B. (2008), Improved model to predict flexible pavement temperature profile, Third International Conferenceon Accelerated Pavement Testing, Madrid, Spain, 53(2008), 1689-1699.URL
28 
Soto, F. M., and Mino, G. D. (2017), Procedure for a Temperature- Traffic Model on Rubberized Asphalt Layers for Roads and Railways, Journal of Traffic and Transportation Engineering, 5(2017), 171-202.URL
29 
Kempfert, H., and Hu, Y. (1999), Measured dynamic loading of railway underground. In: Proceedings of the 11th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, International Society for Soil Mechanics, Brazil, pp. 843–847.URL
30 
Bian, X., Jiang, H., Cheng, C., Chen, Y., Chen, R., and Jiang, J. (2014), Full-scale model testing on a ballastless high-speed railway under simulated train moving loads, Soil Dynamics and Earthquake Engineering, 66(2014), 368-384.DOI
31 
AREMA (2009), Manual for Railway Engineering, American Railway Engineering and Maintenance-of-Way Association, pp. 1-2-20~1-2-21.URL
32 
Um, J. H., You, Y. H., and Um, K. I. (2003), Evaluation of Track Impact Factor in the Conventional Line, Journal of the Korean Society for Railway, 6(4), 88-104 (in Korean).URL
33 
KRNA (2021), Railway design guidelines and handbook (Ballast track structure), KR C-14030, Korea Rail Network Authority, Dajeon-si, Korea (in Korean).URL
34 
Brandl, H. (2001), Geotechnics of rail track structures. In Geotechnics for Roads, Rail Tracks and Earth Structures (A.G. Correia and H. Brandl, eds.), A.A. BAlkema Publishers., The Netherlands. pp 47-68.URL
35 
Fan, S. (2010), Analysis on experiment of dynamic response in ballastless track subgrade of high speed railway, Southwest Jiaotong University, Chengdu, China.URL
36 
Yang, G., and Liu, X. (2010), Red clay subgrade settlement control and dynamic stability analysis of ballastless track of high speed railway, Beijing, China, China Railway Publishing House.URL
37 
Hunt, G. A. (2005), Review of the effect of track stiffness on track performance, Rail safety & standards Board, Research Project T372, AEATR-Ⅱ-2004-018.URL
38 
British standard (2017), BS EN 16432-1: 2017: Railway Applications - Ballastless Track Systems - Part 1: General requirements, BSI Standards Publication.URL
39 
British standard (2017), BS EN 16432-1: 2017: Railway Applications - Ballastless Track Systems - Part 2: System Design, Subsystems And Components, BSI Standards Publication.URL
40 
Burrow, M., Teixeira, P. F., Dahlberg, T., and Berggren, E. (2009), Track stiffness considerations for high speed railway lines, Railway Transportations, Nova Science Publishers, pp. 425-480.URL
41 
Brough, M. J., Ghataora, G. S., Stirling, A. B., Madelin, K. B., Rogers, C. D. F., and Chapman, D. N. (2006), Investigation of railway track subgrade. Part 2: Case study. Proceedings of the Institute of Civil Engineers, Transport, 159(2), 83-92.DOI
42 
Hosseingholian, M., Froumentin, M., and Levacher, D. (2009), Continuous method to measure track stiffness. A new tool for inspection of rail infrastructure. World Applied Sciences Journal, 6(5), 579-589.URL
43 
Selig, E. T., and Li, D. (1994), Track Modulus: It’s Meaning and Factors Influencing It, Transportation Research Record 1470, TRB, National Research Council, Washington D.C. pp. 47-54.URL
44 
Berggren, E. (2009), Railway track stiffness. Dynamic measurements and evaluation for efficient maintenance, PhD thesis, KTH Royal Institute of Technology, Stockholm, Sweden.URL
45 
Pita, A. L., Teixeira, P. F., and Robuste, F. (2004), High Speed and Track Deterioration: the Role of Vertical Stiffness of the Track. Proc. Instn Mech Engrs, Part F: Journal of Rail and Rapid Transit, 218(F1), 31-40.DOI
46 
KR (2024), Railroad design guidelines and handbook, KR C-02010, Korea national railway, Daejeon-si, Korea (in Korean).URL
47 
Bae, Y. H., Lee, S. H., and Kim, E. R. (2018), Development of Wide Prestressed Concrete Sleeper for Asphalt Concrete Track, Journal of the Korea Institute for Structural Maintenance and Inspection, 22(2), 34-42.DOI
48 
Baek, I. H., Lee, S. H., and Shin, E. S. (2019), Development of Prefabricated Slab Panel for Asphalt Concrete Track, Journal of the Korea Institute for Structural Maintenance and Inspection, 23(3), 75-82.URL
49 
Lee, S. H., Yoon, W. Y., and Bae, Y. H. (2016), Develpment of Device to Resist Horizontal Displacement of Asphalt Concrete Track, Journal of the Korean Society for Railway, 19(6), 744-754.DOI