Conventional track and asphaltic underlayment track mechanical behavior under Indonesia’s Babaranjang freight trains loading

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Dian M. Setiawan


A new rail track design for Indonesia’s railway systems is essential to increase freight trains capacity and operation speeds and to minimize possible damage that generally found in conventional track. The two-dimensional numerical modeling was implemented on existing Indonesia's conventional track and new asphaltic underlayment track design according to four cyclic loading conditions by varying the train speeds and bogie loads to simulate Babaranjang freight train loads. Three mechanical behavior parameters were measured and compared, i.e., horizontal strains, vertical stress, and deformation, to evaluate the performance of the studied rail tracks and the possibility of Babaranjang freight trains operated with higher speed and heavier axle load with the new asphaltic underlayment track design proposed through this study. The numerical simulations results confirm the capability of the new asphaltic underlayment track in serving Babaranjang freight trains with the speed of 120 km/h, or 70% higher than the existing operating speed, and in allowing each coal wagon to carry the maximum payload up to 75 tons, or 50% higher than the existing maximum payload. It can be predicted that the application of asphaltic underlayment tracks in Indonesia's railway systems could be beneficial for optimizing the Babaranjang freight train capacity and operation speed.

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Setiawan, D. M. (2022). Conventional track and asphaltic underlayment track mechanical behavior under Indonesia’s Babaranjang freight trains loading. Engineering and Applied Science Research, 49(5), 657–668. Retrieved from


Indonesia Investments. Coal [Internet]. 2021 [cited 2021 Dec 20]. Available from: business/commodities/coal/item236.

Sulistyorini R. Potensi kereta api sebagai angkutan barang di provinsi Lampung. Jurnal Kelitbangan Provinsi. 2015;3(2):1-15. (In Indonesia)

Maulizar S. The application of ultrasonic sensors to the belt feeder surbin 7A in the control panel II PT. Report. Palembang: Telkom University; 2016. (In Indonesia)

Cargo PT. Rolling Stock [Internet]. 2021 [cited 2021 Dec 20]. Available from:

Setiawan DM, Rosyidi SAP. Vertical permanent deformation and ballast abrasion characteristics of asphalt-scrap rubber track bed. Int J Adv Sci Eng Inf Technol. 2018;8(6):2479-84.

Setiawan DM, Rosyidi SAP, Budiyantoro C. The role of scrap rubber, asphalt, and manual compaction against the quality of ballast layer. Jordan J Civ Eng. 2019;13(4):594-608.

Setiawan DM, Rosyidi SAP. Scrap rubber and asphalt for ballast layer improvement. Int J Integr Eng. 2019;11(8):247-58.

Setiawan DM. Utilization of 60/70 penetration grade asphalt on ballast structures with the variation of percentage and the number of pouring layers. J Mech Behav Mater. 2019;28(1):107-18.

Setiawan DM. Application of 60/70 grade bitumen with layer variations on ballast structures. Int J Adv Sci Eng Inf Technol. 2021;11(2):698-704.

Chen R, Zhao X, Wang Z, Jiang H, Bian X. Experimental study on dynamic load magnification factor for ballastless track-subgrade of high-speed railway. J Rock Mech Geotech Eng. 2013;5(4):306-11.

Wang P, Xu H, Chen R. Effect of cement asphalt mortar debonding on dynamic properties of CRTS II slab ballastless track. Adv Mater Sci Eng. 2014;2014:193128.

Fang M, Cerdas SF. Theoretical analysis on ground vibration attenuation using sub-track asphalt layer in high-speed rails. J Mod Transport. 2015;23(3):214-9.

Esmaeili MH, Naeimi M, Soltani B, Afsartaha M. Reducing slab track vibrations by using asphalt concrete in the substructure. Proceedings of the 2016 Joint Rail Conference; 2016 Apr 12-15; Columbia Marriott, USA. New York: The American Society of Mechanical Engineers; 2016. p. 1-9.

Juanjuan R, Xiao L, Rongshan Y, Ping W, Peng X. Criteria for repairing damages of CA mortar for prefabricated framework-type slab track. Constr Build Mater. 2016;110:300-11.

Dai G, Su M. Full-scale field experimental investigation on the interfacial shear capacity of continuous slab track structure. Arch Civ Mech Eng. 2016;16(3):485-93.

Wang H, Che A, Feng S, Ge X. Full waveform inversion applied in defect investigation for ballastless undertrack structure of high-speed railway. Tunn Undergr Space Technol. 2016;51:202-11.

Feng Q, Chao H, Lei X. Influence of the seam between slab and ca mortar of CRTS II ballastless track on vibration characteristics of vehicle-track system. Procedia Eng. 2017;199:2543-8.

Zhong Y, Gao L, Zhang Y. Effect of daily changing temperature on the curling behavior and interface stress of slab track in construction stage. Constr Build Mater. 2018;185:638-47.

Liu P, Zheng Z, Yu Z. Cooperative work of longitudinal slab ballast-less track prestressed concrete simply supported box girder under concrete creep and a temperature gradient. Structures. 2020;27:559-69.

Ke YT, Cheng CC, Lin YC, Ni YQ, Hsu KT, Wai TT. Preliminary study on assessing delaminated cracks in cement asphalt mortar layer of high-speed rail track using traditional and normalized impact-echo methods. Sensors. 2020;20(11):3022.

Juanjuan R, Ji W, Xiao L, Kai W, Haolan L, Shijie D. Influence of cement asphalt mortar debonding on the damage distribution and mechanical responses of CRTS I prefabricated slab. Constr Build Mater. 2019;230:116995.

Huang YH, Lin C, Deng X. Hot mix asphalt for railroad trackbeds-structural analysis and design. Transport Res Rec. 1984;53:475-94.

Rose JG, Bryson LS. Hot mix asphalt railway trackbeds: trackbed materials, performance evaluations, and significant implications. The International Conference on Perpetual Pavements; 2009 Sep 30 - Oct 2; Columbus, USA. Columbus: Ohio Research Institute for Transportation and Environment; 2009. p. 1-19.

Fang M, Qiu Y, Rose JG, West RC, Ai C. Comparative analysis on dynamic behavior of two HMA railway substructures. J Mod Transport. 2011;19(1):26-34.

Gallego I, Munoz J, Sanchez-Cambronero S, Rivas A. Recommendations for numerical rail substructure modeling considering nonlinear elastic behavior. J Transport Eng. 2013;139(8):848-58.

Ramirez Cardona D, Benkahla J, Costa D’Aguiar S, Calon N, Robinet A, Di Benedetto H, et al. High-speed ballasted track behavior with sub-ballast bituminous layer. GEORAIL 2014: 2nd International Symposium Railway geotechnical engineering; 2014 Nov 6-7; Marne-laVallee, France. France: IFSTTAR; 2014. p. 1-11.

Bouraima MB, Yang E, Qiu Y. Mechanics calculation of asphalt concrete track-substructure layer and comparisons. Am J Eng Res. 2017;6(7):280-7.

Martinez Soto F, Di Mino G, Acuto F. Effect of temperature and traffic on mix-design of bituminous asphalt for railway sub-ballast layer. Bearing capacity of roads, railways and airfields. London: CRC Press; 2017.

Martinez Soto F, Di Mino G. Procedure for a temperature-traffic model on rubberized asphalt layers for roads and railways. J Traffic Transport Eng. 2017;5:171-202.

Hassan AG, Khalil AA, Ramadan I, Metwally KG. Investigation of using a bituminous sub-ballast layer to enhance the structural behavior of high-speed ballasted tracks. Int J GEOMATE. 2020;19(75):122-32.

Teixeira PF, Ferreira PA, López Pita A, Casas C, Bachiller A. The use of bituminous sub-ballast on future high-speed lines in Spain: Structural design and economical impact. Int J Railw. 2009;2(1):1-7.

Liu S. KENTRACK 4.0: a railway track-bed structural design program [Thesis]. Lexington: University of Kentucky; 2013.

Zeng X. Rubber-modified asphalt concrete for high-speed railway roadbeds. Final Report for High-Speed Rail IDEA Project 40. United States: Transport research board; 2005.

Rose JG, Agarwal NK, Brown JD, Ilavala N. KENTRACK, a performance-based layered elastic railway track-bed structural design and analysis procedure: a tutorial. Proceedings of the 2010 Joint Rail Conference: 2010 Apr 27-29; Urbana, USA. New York: The American Society of Mechanical Engineers; 2010. p. 73-110.

Ramirez Cardona D, Di Benedetto H, Sauzeat C, Calon N, Saussine G. Use of a bituminous mixture layer in high-speed line trackbeds. Constr Build Mater. 2016;125:398-407.

Fang M, Cerdas SF, Qiu Y. Numerical determination for optimal location of sub-track asphalt layer in high-speed rails. J Mod Transport. 2013;21(2):103-10.

Lechner B. Developments in road pavement construction and railway track technology for a sustainable surface transportation infrastructure. Proceedings of the Eighth International Conference of Chinese Logistics and Transportation Professionals; 2008 Oct 8-10; Chengdu, Chaina. Reston: ASCE; 2008. p. 2656-65.

Teixeira PF, López-Pita A, Casas C, Bachiller A, Robuste F. Improvements in high-speed ballasted track design: benefits of bituminous subballast layers. Transp Res Rec: J Transp Res Board. 2006:1943(1):43-9.

Rose JG, Brown ER, Osborne ML. Asphalt trackbed technology development: the first 20 years. Transp Res Rec: J Transp Res Board. 2000;1713(1):1-9.

Setiawan DM. Structural response and sensitivity analysis of granular and asphaltic overlayment track considering linear viscoelastic behavior of asphalt. J Mech Behav Mater. 2021;30(1):66-86.

Setiawan DM. Stress-strain characteristics and service life of conventional and asphaltic underlayment track under heavy load Babaranjang trains traffic. J Mech Behav Mater. 2022;31(1):22-36.

Wang J, Zeng X. Numerical simulations of vibration attenuation of high-speed train foundations with varied trackbed underlayment materials. J Vib Control. 2004;10(8):1123-36.

Lei X, Rose JG. Numerical investigation of vibration reduction of ballast track with asphalt trackbed over soft subgrade. J Vib Control. 2008;14(12):1885-902.

Liu Y, Qian ZD, Zheng D, Huang QB. Evaluation of epoxy asphalt-based concrete substructure for high-speed railway ballastless track. Constr Build Mater. 2018;162:229-38.

Huang YH. Pavement analysis and design. 2nd ed. New Jersey: Pearson/Prentice-Hall; 2004.

Iwnicki S. Handbook of railway vehicle dynamics. New York: Taylor & Francis Group; 2006.

Rosyidi SAP. Railroad engineering: an overview of railroad structures. Yogyakarta: Universitas Muhammadiyah Yogyakarta; 2015.

Sunaryo S, Magribi LOM, Simatupang M, Putra AA, Azakin MT. Design of analysis railroad structure loads on passenger trains using hand method. Int J Sci Eng Res. 2020;11(4):167-78.

Ihlas A. Analisis kerusakan rel kereta api angkutan batubara. Jurnal Teknologi Bahan dan Barang Teknik. 2017;7(1):7-16. (In Indonesia)

Harvey J, Basheer I. California’s transition to mechanistic-empirical pavement design. Technol Transf Program. 2011;3(1):1-12.

Setiawan DM. Sub-grade service life and construction cost of ballasted, asphaltic underlayment, and combination rail track design. Jordan J Civ Eng. 2022;16(1):173-92.