DOI QR코드

DOI QR Code

Effect of grain crushing on 1D compression and 1D creep behavior of sand at high stresses

  • Wang, Z. (Geotechnical and Structural Engineering Research Center, Shandong University) ;
  • Wong, R.C.K. (Department of Civil Engineering, Schulich School of Engineering, The University of Calgary)
  • 투고 : 2010.03.10
  • 심사 : 2010.09.29
  • 발행 : 2010.12.25

초록

The effect of grain crushing on the deformation of sand in 1D compression and 1D creep at high stresses was investigated theoretically and experimentally. An approach was proposed to formulate the process of grain crushing in sand in accordance with the laws of fracture mechanics and energy conservation. With this approach, the relation between the void ratio and the amount of grains crushed in 1D compression was derived. Laboratory test data were used to verify this derived relation. In addition, it was observed that there are similarities in evolution of grain size distribution in 1D compression and 1D creep tests. This implies that the changes in microstructure in sand under 1D compression and 1D creep are comparable.

키워드

참고문헌

  1. Bard, E. (1993), "Comortement des matériaux granulaires secs et à liant hydrocarbone", PhD thesis, Ecole Centrale de Paris.
  2. Bolton, M.D. (1986), "The strength and dilatancy of sands", Geotech., 36(1), 65-78. https://doi.org/10.1680/geot.1986.36.1.65
  3. Bowman, E.T. and Soga, K. (2003), "Creep, ageing and microstructural change in dense granular materials", Soils Found., 43(4), 107-117.
  4. Casagrande, A. (1936), "Determination of the preconsolidation load and its practical significance", Proceedings of International Conference on Soil Mechanics and Foundation Engineering, 3, 60-64.
  5. Colliat-Dangus, J.L., Desrues, J. and Foray, P. (1988), Triaxial testing of granular soil under elevated cell pressure, Advanced triaxial testing of soil and rock, ASTM, edited by Donaghe et al., Philadelphia, 290-310.
  6. Coop, M.R. (1990), "The mechanics of uncemented carbonate sands", Geotech., 40(4), 607-626. https://doi.org/10.1680/geot.1990.40.4.607
  7. Fischer-Cripps, A.C. (1997), "Predicting Hertzian fracture", J. Mater. Sci., 32(5), 1277-1285. https://doi.org/10.1023/A:1018500522014
  8. Graham, J., Alfaro, M. and Ferris, G. (2004), "Compression and strength of dense sand at high pressures and elevated temperatures", Can. Geotech. J., 41(6), 1206-1212. https://doi.org/10.1139/t04-047
  9. Griffith, A.A. (1920), The phenomena of rupture and flow in solids, Philosophical Transactions of the Royal Society of London, Serial B, 221, 163-198.
  10. Hagerty, M.M., Hite, D.R., Ullrich, C.R. and Hagerty, D.J. (1993), "One-dimensional compression of granular media", J. Geotech. Eng., 119(1), 1-18. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:1(1)
  11. Hardin, B.O. (1985), "Crushing of soil particles", J. Geotech. Geoenviron. Eng., 111(10), 1177-1192. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:10(1177)
  12. Hertz, H. (1896), On the contact of elastic solids, In Jones & Schott (Eds.) miscellaneous paper, London, Macmillina.
  13. Jaky, J. (1944), "The coefficient of earth pressure at rest", J. Soc. Hungarian Architect. Eng., 355-358.
  14. Karner, S.L., Chester, F.M., Kronenberg, A.K. and Chester, J.S. (2003), "Subcritical compaction and yielding of granular quartz sand", Tectonophysics, 377(3-4), 357-381. https://doi.org/10.1016/j.tecto.2003.10.006
  15. Kuwano, R. and Jardine, R.J. (2002), "On measuring creep behavior behaviour in granular materials through triaxial testing", Can. Geotech. J., 39(5), 1061-1074. https://doi.org/10.1139/t02-059
  16. Lade, P.V. and Liu, C.T. (1998), "Experimental study of drained creep behavior of sand", J. Eng. Mech., 124(8), 912-920. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(912)
  17. Lade, P.V., Yamamuro, J.A. and Bopp, P.A. (1996), "Significance of particle crushing in granular materials", J. Geotech. Eng., 122(4), 309-316. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(309)
  18. Lagioia, R. (1998), "Creep and apparent preconsolidation in carbonate soils", The geotechnics of hard soil-soft rocks, edited by Evangelista, A. and Picarelli, L., Balkema, Rotterdam, The Netherlands.
  19. Leslie, D.D. (1963), "Large scale triaxial tests on gravelly soils", Proceedings of the 2nd Panamerican Conference on Soil Mechanics and Foundation Engineering, Brazil, 1, 181-202.
  20. Leung, C.F., Lee, F.H. and Yet, N.S. (1996), "The role of particle breakage in pile creep in sand", Can. Geotech. J., 33(6), 888-898. https://doi.org/10.1139/t96-119
  21. Li, Y. and Xia, C. (2000), "Time-dependent tests on intact rocks in uniaxial compression", Int. J. Rock Mech. Min., 37(3), 467-475. https://doi.org/10.1016/S1365-1609(99)00073-8
  22. McDowell, G.R. and Bolton, M.D. (1998), "On the micromechanics of crushable aggregates", Geotech., 48(5), 667-679. https://doi.org/10.1680/geot.1998.48.5.667
  23. McDowell, G.R., Bolton, M.D. and Robertson, D. (1996), "The fractal crushing of granular materials", J. Mech. Phys. Solids, 44(12), 2079-2102. https://doi.org/10.1016/S0022-5096(96)00058-0
  24. McDowell, G.R. and Khan, J.J. (2003), "Creep of Granular materials", Granul. Matter, 5(3), 115-120. https://doi.org/10.1007/s10035-003-0142-x
  25. Mesri, G. and Vardhanabhuti, B. (2009), "Compression of granular materials", Can. Geotech. J., 46(4), 369-392. https://doi.org/10.1139/T08-123
  26. Mitchell, J.K. and Soga, K. (2005), Fundamentals of soil behaviour, 3rd ed., John Wiley & Sons, New Jersey.
  27. Miura, N. and O-Hara, S. (1979), "Particle-crushing of a decomposed granite soil under shear stresses", Soils Found., 19(3), 1-14.
  28. Nakata, Y., Kato, Y., Hyodo, M., Hyde, A.F.L. and Murata, H. (2001), "One-dimensional compression behavior of uniformly graded sand related to single particle crushing strength", Soils Found., 41(2), 39-51.
  29. Nakata, Y., Kato, Y., Hyodo, M., Murata, H. and Harada, T. (1999), "Particle crushing of granular materials subjected to one dimensional compression", Proceedings of Symposium on Engineering problem on crushable ground, 15-20.
  30. Roberts, J.E. and de Souza, J.M. (1958), "The compressibility of sands", Proceedings of American Society of Testing and Materials, 58, 1269-1277.
  31. Roscoe, K.H., Schofield, A.N. and Thurairajah, A. (1963), "Yielding of clays in states wetter than critical", Geotechnique, 13(3), 211-240. https://doi.org/10.1680/geot.1963.13.3.211
  32. Schofield, A.N. and Wroth, C.P. (1968), Critical state soil mechanics, McGraw-Hill, London.
  33. Turcotte, D.L. (1986), "Fractal and fragmentation", J. Geophys. Res., 91(B2), 1921-1926. https://doi.org/10.1029/JB091iB02p01921
  34. Ueng, T.S. and Chen, T.J. (2000), "Energy aspects of particle breakage in drained shear of sands", Geotechnique, 50(1), 65-72. https://doi.org/10.1680/geot.2000.50.1.65
  35. Vallejo, L.E., Lobo-Guerrero, S. and Chik, Z. (2005), A network of fractal force chains and their effect in granular materials under compression, In Fractals in engineering: New trends in theory and applications 2, 67-80.
  36. Wang, Z. (2010), "Soil creep behavior-laboratory testing and numerical modelling", PhD thesis, Department of Civil Engineering, University of Calgary.
  37. Wood, D.M. (2007), "The magic of sands- the 20th Bjerrum Lecture presented in Oslo", Can. Geotech. J., 44(11), 1329-1350. https://doi.org/10.1139/T07-060
  38. Yamamuro, J.A. and Lade, P.V. (1996), "Drained sand behavior in axisymmetric tests at high pressures", J. Geotech. Eng., 122(2), 109-119. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:2(109)

피인용 문헌

  1. Reconsidering Secondary Compressibility of Soil vol.15, pp.3, 2017, https://doi.org/10.1007/s40999-016-0054-x
  2. Laboratory experiments on the improvement of rockfill materials with composite grout vol.17, pp.3, 2019, https://doi.org/10.12989/gae.2019.17.3.307
  3. Factors affecting particle breakage of calcareous soil retrieved from South China Sea vol.22, pp.2, 2010, https://doi.org/10.12989/gae.2020.22.2.173