Theoretical analysis on ground vibration attenuation using sub-track asphalt layer in high-speed rails

Journal of Modern Transportation - Tập 23 Số 3 - Trang 214-219 - 2015
Mingjing Fang1, Sergio Fernández Cerdas2
1Department of Road & Bridge Engineering, School of Transportation, Wuhan University of Technology (WUT), 1040 Heping Ave, Wuchang District, Wuhan, 430063, Hubei, People's Republic of China
2Faculty of Costa Rica Institute of Technology, Cartago, Costa Rica

Tóm tắt

Từ khóa


Tài liệu tham khảo

Kaynia A, Madshus C, Zackrisson P (2000) Ground vibration from high-speed trains: prediction and countermeasure. J Geotech Geoenviron Eng 126:531–537

Takemiya H (2001) Simulation of track–ground vibrations due to high-speed trains. In: Proceedings of the 8th international congress on S. and V., Hong Kong, pp 2875–2882

Lai C, Callerio A, Faccioli E et al (2000) Mathematical modelling of railway-induced ground vibrations. In: Proceedings of the international workshop wave 2000, Bochum, pp 99–110

Sheng X, Jones C, Thompson D (2004) A theoretical model for ground vibration from trains generated by vertical track irregularities. J Sound Vib 272(3–5):937–965

Sheng X, Jones C, Thompson D (2004) A theoretical study on the influence of the track on train-induced ground vibration. J Sound Vib 272:909–936

Huang H, Yang Y (2001) A review of researches on ground-borne vibrations with emphasis on those induced by trains. Proc Natl Sci Counc Repub China A 25(1):1–16

Fang M, Qiu Y, Ai C et al (2010) Review of vibration attenuation and noise control from railways. In: Proceedings of the 7th world congress on high speed rail. China Railway Press, Beijing, pp 33–41

Nelson JT, Saurenman HJ (1983) State-of-the art review: prediction and control of ground-borne noise and vibration from rail transit trains. Report Number UMTA-MA-06-0049-83-4

Wang J, Zeng X (2004) Numerical simulation of vibration attenuation of high-speed train foundations with varied trackbed underlayment materials. J Vib Control 10(8):1123–1136

Fang M (2012) Structural behavior and mix design for asphalt concrete substructures in high-speed rail. Ph.D. Dissertation of Southwest Jiaotong University, Chengdu

Ferreira P, Lopez-Pita A (2015) Numerical modelling of high speed train/track system for the reduction of vibration levels and maintenance needs of railway tracks. Constr Build Mater 79:14–21

Ministry of Railway (2005). The provisional design specification for new construction with speed of 200–250 km/h for China’s high-speed railway. TJS [2005] No. 140, China Railway Press, Beijing

Hibbitt, Karlsson, Sorensen, inc. (2010) ABAQUS/standard user’s manual, ABAQUS/CAE user’s manual, ABAQUS keywords manual, ABAQUS theory manual. HKS Inc, Dallas

Kim J, Lee H, Kim N (2010) Determination of shear and bulk moduli of viscoelastic solids from the indirect tension creep test. J Eng Mech 136(9):1067–1075

Kim J, Sholar G, Kim S (2008) Determination of accurate creep compliance and relaxation modulus at a single temperature for viscoelastic solids. J Mater Civ Eng 20(2):147–156

Rose J, Bei S (2004) Comparisons of railroad track and substructure computer model predictive stress values and in situ stress measurements. In: Proceedings of the AREMA, 2004 annual conference & exposition, Nashville

Huang Y (2004) Pavement analysis and design, 2nd edn. Pearson Prentice Hall Inc, New Jersey

Jenkins H et al (1974) The effect of track and vehicle parameters on wheel/rail vertical dynamic forces. Railw Eng J 3(1):2–16

Liang B, Luo H, Sun C (2006) Simulated study on vibration load of high speed railway. J China Railw Soc 28(4):89–94

Shi X, Xuan Y, Wang L (2008) Simulation research on the dynamics characteristic of slab ballastless track structure on soil subgrade. China Railw Sci 29(4):15–20