참고문헌
- D. Li, E. T. Selig (1998) Method for railroad track foundation design. I: development, J. Geotech. Geoenv. Eng., ASCE, 124(4), pp. 316-322. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:4(316)
- UIC (1994) Earthworks and track-bed layers for railway lines. UIC Code 719R, International Union of Railways, Paris, France.
- D.L. Heath, M.J. Shenton, R.W. Sparrow, J.M. Waters (1972) Design of conventional rail track foundations, Proc. Inst. Civ. Eng., 51, pp.251-267. https://doi.org/10.1680/iicep.1972.5952
- E.C. Shin, H.S. Yang, C.Y. Choi (2008) Estimation of Reinforced Roadbed Thickness based on Experimental Equation, Proc. 2012 Spring Conf. Korean Society for Railways, pp. 1734-1742.
- R.D. Barksdale (1972) Laboratory evaluation of rutting in base course materials, Proc. 3rd Int. Conf. on the Structural Design of Asphalt Pavements, London.
- E.T. Selig, C.S. Chang (1981) Soil Failure Modes in Undrained Cyclic Loading, Journal of Geotechnical Eng. Division, ASCE, 107(GT5), pp. 539-551.
- P. Gräbe, C. Clayton (2009) Effects of Principal Stress Rotation on Permanent Deformation in Rail Track Foundations, J. Geotech. Geoenviron. Eng., 135(4), pp.555-565. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:4(555)
- I.T. Kim (2005) Permanent deformation behavior of airport flexible pavement base and subbase courses, Ph.D. Dissertation, University of Illinois at Urbana-Champagne, USA.
- A.A. van Niekerk (2002) Mechanical behavior and performance of granular bases and sub-bases in pavement, PhD Thesis, Delft University of Technology, Delft.
- L.W. Cheung, A.R. Dawson (2002) Effects of Particle and Mix Characteristics on the Performance of some Granular Materials, Transportation Research Record, Transportation Research Board, pp. 90-98.
- L. Korkiala-Tanttu (2008) Calculation Method for Permanent Deformation of Unbound Pavement Materials, Ph.D. Dissertation, Department of Civil and Env. Engineering, Helsinki Univ. of Tech., Helsinki, Finland.
- N. Janbu (1963) Soil compressibility as determined by oedometer and triaxial tests, Proc. Euro. Conf. on Soil Mech. and Found. Engrg., German Society for Soil Mechanics and Foundation Engineering, Wissbaden, Germany, Vol. I, pp. 19-25.
- Y. S. Kim, D. M. Kim (2009) Evaluation for Applications of the Levenberg-Marquardt Algorithm in Geotechnical Engineering, Journal of Korean Geo-environmental Society, KGS, 10(5) , pp. 49-57.
- Hagan, M.T. (1996) Neural network design, 1st ed, PWS Pub., Boston.
- IBM (2010) SPSS: the Statistical Package for the Social Sciences program, USA.
- M. Sagong, D.H. Kim, C.Y. Choi (2008) Evaluation of the Resilient and Permanent Behaviors of Cohesive Soils, Journal of the Korean Society for Railway, 11(1), pp.61-68.
피인용 문헌
- Evaluation of Dynamic Properties of Trackbed Foundation Soil Using Mid-size Resonant Column Test vol.6, pp.3, 2013, https://doi.org/10.7782/IJR.2013.6.3.112
- Evaluation of Resilient Modulus for Reinforced Trackbed using Large Triaxial Tests vol.17, pp.6, 2014, https://doi.org/10.7782/JKSR.2014.17.6.415