DOI QR코드

DOI QR Code

Dynamic Properties for Geomaterials of Railway as Determined by Large-scale Cyclic Triaxial Test

대형삼축압축시험을 이용한 철도노반재료의 동적 물성 제안

  • Lee, Sung Jin (High-speed Railroad Systems Research Center, Korea Railroad Research Institute) ;
  • Hwang, Su Beom (High-speed Railroad Systems Research Center, Korea Railroad Research Institute) ;
  • Lee, Su Hyung (Metropolitan Transportation Research Center, Korea Railroad Research Institute) ;
  • Lee, Seong Hyeok (High-speed Railroad Systems Research Center, Korea Railroad Research Institute) ;
  • Kim, Ki Jae (High-speed Railroad Systems Research Center, Korea Railroad Research Institute)
  • Received : 2013.07.23
  • Accepted : 2013.12.02
  • Published : 2014.02.28

Abstract

In the earth structures of railways, large coarse granular materials are widely used as fill materials. However, experimental studies that consider the dynamic properties of these coarse granular materials have rarely been carried out in Korea due to the lack of a large scale test apparatus in this country. In this study, large scale cyclic triaxial tests were carried out for materials such as reinforced roadbed (subballast, graded crushed stone), transition zone gravel, and the upper subgrade of a railway. These specimens were prepared according to certain conditions (dry unit weight, grain size distribution, and so on) specified in the Korea railroad design standard. Based on these large triaxial test results, normalized shear modulus and damping ratio curves according to small strain level are suggested. A model and coefficients for each material are also proposed.

철도에서 토공구조물은 입경이 큰 조립지반재료를 주요한 재료로 사용하고 있다. 그러나 이들 재료에 대한 미소변형 거동을 평가할 수 있는 동적물성 산정에 대한 연구는 대형시험장비의 부족으로 거의 이루어지지 않고 있다. 이에 본 연구에서는 국내 철도설계기준에 제시되어 있는 입도분포, 단위중량 등의 기본 조건에 맞는 강화노반(보조도상, 입도조정층), 접속부 자갈재료, 상부노반재료에 대해 대형반복삼축압축시험을 수행하여 저변형률 수준에 따른 정규화전단탄성계수와 감쇠비곡선을 제안하고, 각 재료별로 수식 모델과 계수를 제시하였다.

Keywords

References

  1. L. AnhDan, J. Koseki (2003) Anisotropic Deformation Properties of Dense Granular Soils by Large-Scale True Triaxial Tests, Proc. of Deformation Characteristics of Geomaterials, Di Benedetto et al.(eds) pp. 305-312.
  2. L. AnhDan, J. Koseki (2004) Effects of Large Number of Cyclic Loading on Deformation Characteristics of Dense Granular Materials, Soils Found., 44(3), pp. 115-123. https://doi.org/10.3208/sandf.44.3_115
  3. L. AnhDan, J. Koseki, T. Sato (2002) Comparison of Young's Moduli of Dense Sand and Gravel Measured by Dynamic and Static Methods, Geotech. Testing Journal, 25(4), pp. 349-358.
  4. L. AnhDan, J. Koseki, T. Sato (2006) Evaluation of Quasi- Elastic Properties of Gravel Using the Large-Scale True Triaxial Apparatus, Geotechnical Testing Journal, 29(5), pp. 373- 384.
  5. M.B. Darendeli (1997) Dynamic Properties of Soils Subjected to 1994 Northride Earthquake, Master Thesis, University of Texas at Austin, pp. 609.
  6. B.M. Darendeli (2001) Develope of A New Family of Normalize Modulus Reduction and Material Damping Curves, PhD Thesis, Univ. of Texas at Austin., pp. 362.
  7. B. Indraratna, D. Ionescu, H.D. Christie (1998) Shear Behavior of Railway Ballast Based on Large-Scale Triaxial Tests, J. Geotech. and Geoenv. Eng., 124(5), pp. 439-449. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:5(439)
  8. JGS 0542-2000 (1999): Method for Cyclic Triaxial Test to Determine Deformation Properties of Geomaterials, Tokyo, Japan.
  9. J. Koseki, K. Balakrishnaiyer, F. Tatsuoka (1999) Large Scale Triaxial Tests on Elastic Properties of Undisturbed Gravel Containing Fines, Proc. of Pre-failure Deformation Characteristics of Geomeaterials, pp. 299-304.
  10. G.C. Kweon (1999) Alternative Testing Methods for Subgrade and Sub-base Materials Considering Deformational Characteristics of Soils, PhD Thesis, KAIST, Taejon, Korea.
  11. J. Lackenby, B. Indraratna, G. McDowell, D. Christie (2007) Effect of Confining Pressure on Ballast Degradation and Deformation under Cyclic Triaxial Loading, Geotechnique, Institution of Civil Engineers, 57(6), pp. 527-536.
  12. S.J. Lee, Y.W. Choo, S.B. Hwang, K.J. Kim (2012) Test method for YoungYoung$^{\circ}{\phi}$s Modulus of Parallel Graded Coarse Granular Materials by Large Triaxial Test, Korea Society of Civil Engineers, 32(5C), pp. 211-220. https://doi.org/10.12652/Ksce.2012.32.5C.211
  13. S.J. Lee, Y.K. Kim, Y.W. Choo, S.H. Lee et al. (2010a) Development and Verification of Large Triaxial Testing System for Dynamic Properties of Granular Materials, Journal of the Korean Geotechnical Society, 26(12), pp. 5-17.
  14. S.J. Lee, Y.K. Kim, I.W. Lee, J.S. Lee et al. (2010b) Building of Large Triaxial Testing Apparatus and Static Triaxial Testing for Railway Ballast, Journal of the Korean Society for Railway, 13(1), pp. 84-91
  15. S.J. Lee, S.H. Lee, I.W. Lee, S.B. Hwang et al. (2013) Study on Young's Modulus of Geomaterials used in Korean Railway Infrastructures, IJR(International Journal of Railway), 6(2), June, pp. 53-58.
  16. Y.J. Lim, S.H. Lee, J.W. Lee, H.J. Cho (2012) Evaluation of Dynamic Properties of Crushed Stones Used as Reinforced Trackbed, Journal of the Korean Society for Railway, 15(5), pp. 476-484. https://doi.org/10.7782/JKSR.2012.15.5.476
  17. Foundation Materials Using Midsize Resonant Column Test apparatus.
  18. S. Maqbool, J. Koseki (2007) Large-Scale Plane Strain Compression Tests on Compacted Gravel with Active and Passive Controls, Soils Found., 47(6), pp. 1063-1073. https://doi.org/10.3208/sandf.47.1063
  19. S. Maqbool, J. Koseki (2009) Effects of Large Cyclic and Creep Loading on Peak Strength of Compacted Gravel in Triaxial Compression Tests, Proc. of the 17th Int. Conf. on Soil Mech. and Geotech. Eng., pp. 308-311.
  20. G. Modoni, J. Koseki, L.Q. AnhDan (2011) Cyclic Stress-Strain Response of Compacted Gravel, Geotechnique, 61(6), pp. 473-485. https://doi.org/10.1680/geot.7.00150
  21. F.Y. Menq (2003) Dynamic Properties of Sandy and Gravelly soils, PhD Thesis, The University of Texas at Austin.
  22. W. Ramberg, W.R. Osgood (1943) Description of stress-strain curves by three parameters, 9ACA Tech. 9ote 9o. 902, Washington, D.C.
  23. K.M. Rollins, M.D. Evans, N.B. Diehl, W.D. Daily (1998) Shear Modulus and Damping Relationships for Gravels, J. Geotech. and Geoenv. Eng., 124(5), pp. 396-405. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:5(396)
  24. H.B. Seed, I.M. Idriss (1970) Soil Moduli and Damping Factors for Dynamic Response Analyses, Report No. EERC-70-10, Earthquake Engineering Research Center, University of California, Berkeley, CA.
  25. M.W. Seo, I.S. Ha, B.J. Kim (2007) Effects of Particle Size and Test Equipments on Shear Behavior of Coarse Materials, Journal of the Korea Society of Civil Engineers, 27(6C), pp. 393-400.
  26. D.H. Shin (2002) Determination of Hyperbolic Model Parameters for Rockfill Materials using Large Triaxial Tests, Proceedings of 2002 Korean Society of Civil Engineers, Busan, pp. 2403-2406.

Cited by

  1. 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