References
[1] Bian, X.C., Chen, Y.M., Hu, T., 2008. Numerical simulation of high-speed train induced ground vibrations using 2.5D finite element approach.
Science in China Series G: Physics, Mechanics and Astronomy, 51(6):632-650.
[2] Chen, R.P., Ren, Y., Chen, Y.M., 2011. Experimental investigation on single stiff pile subjected long-term axial cyclic loading.
Chinese Journal of Geotechnical Engineering, (in Chinese),33(12):1926-1933.
[3] Chen, R.P., Zhao, X., Wang, Z.Z., 2013. Experimental study on dynamic load magnification factor for ballastless track-subgrade of high-speed railway.
Journal of Rock Mechanics and Geotechnical Engineering, 5(4):306-311.
[4] Chen, R.P., Chen, J.M., Zhao, X., 2014. Accumulative settlement of track subgrade in high-speed railway under varying water levels.
International Journal of Rail Transportation, 2(4):205-220.
[5] Chen, R.P., Zhao, X., Jiang, H.G., 2014. Model test on deformation characteristics of slab track-subgrade under changes of water level.
Journal of the China Railway Society, (in Chinese),36(3):87-93.
[6] Chen, R.P., Wang, Y.W., Chen, J.M., 2014. Experimental study on soil arching effect in pile-supported reinforced embankment under train moving loads with larger cycle number.
Journal of the China Railway Society, in press,(in Chinese),:
[7] MRC (Ministry of Railways of China), 2009.
Chinese Code for Design of High Speed Railway TB 10621, (in Chinese), MRC,:
[8] Cui, Y.J., Lamas-Lopez, F., Trinh, V.N., 2014. Investigation of interlayer soil behavior by field monitoring.
Transportation Geotechnics, 1(3):91-105.
[9] German Railway Standard Rail 836, 2008.
Erdbauwerkeplanen, bauen und instandhalten, (in German),:
[10] Hall, L., 2003. Simulations and analyses of train-induced ground vibrations in finite element models.
Soil Dynamics and Earthquake Engineering, 23(5):403-413.
[11] Huang, H., Chrismer, S., 2013. Discrete element modeling of ballast settlement under trains moving at “Critical Speeds”.
Construction and Building Materials, 38:994-1000.
[12] Ishikawa, T., Sekine, E., Miura, S., 2011. Cyclic deformation of granular material subjected to moving-wheel loads.
Canadian Geotechnical Journal, 48(5):691-703.
[13] Metrikine, A.V., 2004. Steady state response of an infinite string on a non-linear visco-elastic foundation to moving point loads.
Journal of Sound and Vibration, 272(3-5):1033-1046.
[14] Mishra, D., Tutumluer, E., Stark, T.D., 2012. Investigation of differential movement at railroad bridge approaches through geotechnical instrumentation.
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 13(11):814-824.
[15] Mishra, D., Kazmee, H., Tutumluer, E., 2013. Characterization of railroad ballast behavior under repeated loading.
Transportation Research Record: Journal of the Transportation Research Board, 2374(1):169-179.
[16] Nurmikolu, A., 2012. Key aspects on the behaviour of the ballast and substructure of a modern railway track: research-based practical observations in Finland.
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 13(11):825-835.
[17] Puppala, A.J., Chittoori, B.C., 2012. Transportation infrastructure settlement and heave distress: challenges and solutions.
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 13(11):850-857.
[18] Suiker, A.S.J., Selig, E.T., Frenkel, R., 2005. Static and cyclic triaxial testing of ballast and sub-ballast.
Journal of Geotechnical and Geoenvironmental Engineering ASCE, 131(6):771-782.
[19] Verbraken, H., Lombaert, G., Degrande, G., 2012. Experimental and numerical prediction of railway induced vibration.
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 13(11):802-813.
[20] Werkmeister, S., Dawson, A.R., Wellner, F., 2005. Permanent deformation behavior of granular materials.
Road Materials and Pavement Design, 6(1):31-51.
[21] Zhai, W.M., Wang, K.Y., Cai, C.B., 2009. Fundamentals of vehicle-track coupled dynamics.
Vehicle System Dynamics, 47(11):1349-1376.
[22] Zhai, W.M., Xia, H., Cai, C.B., 2013. High-speed train-track-bridge dynamic interactions—Part I: theoretical model and numerical simulation.
International Journal of Rail Transportation, 1(1-2):3-24.
[23] Zhai, W.M., Xia, H., Cai, C.B., 2013. High-speed train-track-bridge dynamic interactions—Part II: experimental validation and engineering application.
International Journal of Rail Transportation, 1(1-2):25-41.
[24] Zhou, W.H., Chen, R.P., Zhao, L.S., 2012. A semi-analytical method for the analysis of pile-supported embankments.
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 13(11):888-894.
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