Acknowledgement
Supported by : National Research Foundation of Korea (NRF)
References
- Al-Qadi, I.L., Xie, W., Roberts, R. and Leng, Z. (2010), "Data analysis techniques for GPR used for assessing railroad ballast in high radio-frequency environment", J. Transp. Eng.- ASCE, 136(4), 392-399. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000088
- Asli, C., Feng, Z.Q., Porcher, G. and Rincent, J.J. (2012), "Back-calculation of elastic modulus of soil and subgrade from portable falling weight deflectometer measurements", Eng. Struct., 34, 1-7. https://doi.org/10.1016/j.engstruct.2011.10.011
- ASTM C136 (2006), Sieve Analysis of Fine and Coarse Aggregates, Annual Book of ASTM Standard, 04.02, ASTM International, West Conshohocken, PA.
- ASTM D4633 (2005), Standard test method for energy measurement for dynamic penetrometers, Annual Book of ASTM Standard, 04.08, ASTM International, West Conshohocken, PA.
- Ayers, M.E. and Thompson, M.R. (1988), Rapid shear strength evaluation of in situ ballast/subballast materials, Department of Civil Engineering, University of Illinois at Urbana-Champaign, Technical report submitted to USA-CERL, June.
- Bolton, M.D., Gui, M.W., Garnier, J., Corte, J.F., Bagge, G., Laue, J. and Renzi, R. (1999), "Centrifuge cone penetration tests in sand", Geotechnique, 49(4), 543-552. https://doi.org/10.1680/geot.1999.49.4.543
- Brough, M.J., Ghataora, G.S., Stirling, A.B., Madelin, K.B., Rogers, C.D.F. and Chapman, D.N. (2003), "Investigation of railway track subgrade. I: In-situ assessment", Proceedings of the ICE-Transport, 156(3), 145-154. https://doi.org/10.1680/tran.2003.156.3.145
- 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 ICE-Transport, 159(2), 83-92. https://doi.org/10.1680/tran.2006.159.2.83
- Byun, Y.H., Kim, J.H. and Lee, J.S. (2013), "Cone penetrometer with a helical-type outer screw rod for evaluation of the condition of a railway roadbed", J. Transp. Eng.- ASCE, 139(2), 115-122. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000504
- Byun, Y.H., Yoon, H.K., Kim, Y.S., Hong, S.S. and Lee, J.S. (2014), "Active layer characterization by instrumented dynamic cone penetrometer in Ny-alesund, Svalbard", Cold Region Science and Technology, Elsevier (Submitted).
- Chrismer, S.M. and Li, D. (1997), "Cone penetrometer testing for track substructure design and assessment", Proceedings of the 6th International Heavy Haul Conference: Strategies Beyond 2000, South Africa.
- Dai, S. and Kremer, C. (2006), Improvement and validation of Mn/DOT DCP specifications for aggregate base materials and select granular (No. MN/RC-2005-32).
- Embacher, R.A. (2006), "Duration of spring thaw recovery for aggregate-surfaced roads", Transport. Res. Record: J. Transport. Res. Board, 1967(1), 27-35. https://doi.org/10.3141/1967-04
- Hird, C.C. and Springman, S.M. (2006), "Comparative performance of 5cm2 and 10cm2 piezocones in a lacustrine clay", Geotechnique, 56(6), 427-438. https://doi.org/10.1680/geot.2006.56.6.427
- Hird, C.C., Johnson, P. and Sills, G.C. (2003), "Performance of miniature piezocones in thinly layered soils", Geotechnique, 53(10), 885-900. https://doi.org/10.1680/geot.2003.53.10.885
- Kim, B.I., Jeon, S.I. and Lee, M.S. (2006), "Comparison of Field Bearing Capacity Tests to Evaluate the Field Application of Dynamic Cone Penetrometer Test", Int J. Highway Eng., 8(4), 75-85.
- Kleyn, E.G. and Savage, P.F. (1982), "Application of the pavement DCP to determine the bearing properties and performance of road pavements", Proceedings of the International Symposium on Bearing Capacity of roads and Airfields, Trondheim, Norway, June.
- Kurup, P.U. and Tumay, M.T. (1998), "Calibration of a miniature cone penetrometer for highway applications", Transport. Res. Record: J. Transport. Res. Board, 1614(1), 8-14. https://doi.org/10.3141/1614-02
- Kurup, P.U. and Tumay, M.T. (1999), "Continuous intrusion miniature cone penetration test system for transportation applications", Transport. Res. Record: J. Transport. Res. Board, 1652(1), 228-235. https://doi.org/10.3141/1652-29
- Lee, C., Kim, R., Lee, J.S. and Lee, W. (2013), "Quantitative assessment of temperature effect on cone resistance", Bull. Eng. Geology Environ., 72, 3-13. https://doi.org/10.1007/s10064-012-0454-3
- Lee, W.J., Shin, D.H., Yoon, H.K. and Lee, J.S. (2009), "Micro-cone penetrometer for more concise subsurface layer detection", Geotech. Test. J., 32(4), 358-364.
- Mohammadi, S.D., Nikoudel, M.R., Rahimi, H. and Khamehchiyan, M. (2008), "Application of the dynamic cone penetrometer (DCP) for determination of the engineering parameters of sandy soils", Geology, 101, 195-203.
- Selig, E.T., and Waters, J.M. (1994), Track geotechnology and substructure management, Thomas Telford.
- Shin, D.H., Lee, C., Lee, J.S. and Lee, W. (2009), "Detection of smear zone using micro-cone and electrical resistance probe", Can. Geotech. J., 46(6), 719-726. https://doi.org/10.1139/T09-020
- Siekmeier, J.A., Young, D. and Beberg, D. (2000), "Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minnesota", ASTM Special Technical Publication, 1375, 175-188.
- Siekmeier, J., Pinta, C., Merth, S., Jensen, J., Davich, P., Camargo, F. and Beyer, M. (2009), Using the dynamic cone penetrometer and light weight deflectometer for construction quality assurance (No. MN/RC 2009-12).
- Skempton, A.W. (1986), "Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation", Geotechnique, 36(3), 425-447. https://doi.org/10.1680/geot.1986.36.3.425
- Sussmann, T.R., Selig, E.T. and Hyslip, J.P. (2003), "Railway track condition indicators from ground penetrating radar", NDT & E Int., 36(3), 157-167. https://doi.org/10.1016/S0963-8695(02)00054-3
- Webster, S.L., Brown, R.W. and Porter, J.R. (1994), Force projection site evaluation using the electric cone penetrometer (ECP) and the dynamic cone penetrometer (DCP) (No. WES/TR/GL-94-17), Army Engineer Waterways Experiment Station Vicksburg Ms Geotechnical Lab.
- Yoon, H.K., Jung, S.H. and Lee, J.S. (2011), "Characterisation of subsurface spatial variability using a cone resistivity penetrometer", Soil Dyn. Earthq. Eng., 31 (7), 1064-1071. https://doi.org/10.1016/j.soildyn.2011.03.012
- Yoon, H.K. and Lee, J.S. (2012), "Micro cones configured with full-bridge circuits", Soil Dyn. Earthq. Eng., 41, 119-127.
Cited by
- A comparison between the dynamic and static stiffness of ballasted track: A field study vol.11, pp.6, 2016, https://doi.org/10.12989/gae.2016.11.6.757
- Application of dynamic and static cone penetrometer for characterization of railway substructure vol.2, pp.46, 2015, https://doi.org/10.3208/jgssp.kor-39
- Vehicle/track dynamic interaction considering developed railway substructure models vol.61, pp.6, 2017, https://doi.org/10.12989/sem.2017.61.6.775
- Assessing subgrade strength using an instrumented dynamic cone penetrometer vol.59, pp.4, 2015, https://doi.org/10.1016/j.sandf.2019.03.005
- Instrumented Cone Penetrometer for Dense Layer Characterization vol.20, pp.20, 2015, https://doi.org/10.3390/s20205782
- Determining Soil Moisture Content and Material Properties with Dynamic Cone Penetrometer vol.15, pp.5, 2020, https://doi.org/10.7250/bjrbe.2020-15.511
- Analysis of public-private partnership models in high-speed railway transport in Portugal vol.58, pp.None, 2015, https://doi.org/10.1016/j.trpro.2021.11.005