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Undrained cyclic shear characteristics and crushing behaviour of silica sand

  • Wu, Yang (School of Civil Engineering, Guangzhou University) ;
  • Hyodo, Masayuki (Graduate School of Sciences and Technology for Innovation, Yamaguchi University) ;
  • Aramaki, Noritaka (Horonobe Research Institute for the Subsurface Environment, Northern Advancement Center for Science and Technology)
  • 투고 : 2016.11.30
  • 심사 : 2017.05.11
  • 발행 : 2018.01.20

초록

This paper presents an investigation of the liquefaction characteristics and particle crushing of isotropically consolidated silica sand specimens at a wide range of confining pressures varying from 0.1 MPa to 5 MPa during undrained cyclic shearing. Different failure patterns of silica sand specimens subjected to undrained cyclic loading were seen at low and high pressures. The sudden change points with regard to the increasing double amplitude of axial strain with cycle number were identified, regardless of confining pressure. A higher cyclic stress ratio caused the specimen to liquefy at a relatively smaller cycle number, conversely producing a larger relative breakage $B_r$. The rise in confining pressure also resulted in the increasing relative breakage. At a specific cyclic stress ratio, the relative breakage and plastic work increased with the rise in the cyclic loading. Less particle crushing and plastic work consumption was observed for tests terminated after one cyclic loading. Majority of the particle crushing was produced and majority of the plastic work was consumed after the specimen passed through the phase transformation point and until reaching the failure state. The large amount of particle crushing resulted from the high-level strain induced by particle transformation and rotation.

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연구 과제 주관 기관 : JSPS KAKENHI

참고문헌

  1. Agustian, Y. and Goto, S. (2008), "Undrained cyclic shear behaviour of reconstituted scoria deposit", Soils Found., 48(6), 851-857. https://doi.org/10.3208/sandf.48.851
  2. Cabalar, A.F. (2016), "Cyclic behavior of various sands and structural materials interfaces", Geomech. Eng., 10(1), 1-19. https://doi.org/10.12989/gae.2016.10.1.001
  3. Cabalar, A.F., Dulundu, K. and Tuncay, K. (2013), "Strength of various sands in triaxial and cyclic direct shear tests", Eng. Geol., 156, 92-102. https://doi.org/10.1016/j.enggeo.2013.01.011
  4. Castro, G. (1975), "Liquefaction and cyclic mobility of saturated sands", J. Geotech. Eng., 101(6), 551-569.
  5. Castro, G. and Poulos, S.J. (1977), "Factors affecting liquefaction and cyclic mobility", J. Geotech. Eng., 103(6), 501-506.
  6. Coop, M.R., Sorensen, K.K., Freitas, T.B. and Georgoutsos, G. (2004), "Particle breakage during shearing of a carbonate sand", Geotechnique, 54(3), 157-163. https://doi.org/10.1680/geot.2004.54.3.157
  7. Daouadji, A., Hicher, P.Y. and Rahma, A. (2001), "Elastoplastic model for granular materials taking into account grain breakage", Eur. J. Mech. A/Solids, 20(1), 113-137. https://doi.org/10.1016/S0997-7538(00)01130-X
  8. Dash, H.K. and Sitharam, T.G. (2011), "Cyclic liquefaction and pore pressure response of sand-silt mixtures", Geomech. Eng., 3(2), 83-108. https://doi.org/10.12989/gae.2011.3.2.083
  9. Donohue, S., O'Sullivan, C. and Long, M. (2009), "Particle breakage during cyclic triaxial loading of a carbonate sand", Geotechnique, 59(5), 477-482. https://doi.org/10.1680/geot.2008.T.003
  10. Duman, E.S., Ikizler, S.B., Angin, Z. and Demir, G. (2014), "Assessment of liquefaction potential of the Erzincan, eastern Turkey", Geomech. Eng., 7(6), 589-612. https://doi.org/10.12989/gae.2014.7.6.589
  11. Einav, I. (2007), "Breakage mechanics-part I: Theory", J. Mech. Phys. Solids, 55(6), 1274-1297. https://doi.org/10.1016/j.jmps.2006.11.003
  12. Flora, A., Lirer, S. and Silvestri, F. (2012), "Undrained cyclic resistance of undisturbed gravelly soils", Soil Dyn. Earthq. Eng., 43, 366-379. https://doi.org/10.1016/j.soildyn.2012.08.003
  13. Hyodo, M., Aramaki, N., Itoh, M. and Hyde, A.F.L. (1996), "Cyclic strength and deformation of crushable carbonate sand", Soil Dyn. Earthq. Eng., 15(5), 331-336. https://doi.org/10.1016/0267-7261(96)00003-6
  14. Hyodo, M., Hyde, A.F.L. and Aramaki, N. (1998), "Liquefaction of crushable soils", Geotechnique, 48(4), 527-543. https://doi.org/10.1680/geot.1998.48.4.527
  15. Hyodo, M., Hyde, A.F.L., Aramaki, N. and Nakata, Y. (2002), "Undrained monotonic and cyclic shear behaviour of sand under low and high confining stresses", Soils Found., 42(3), 63-76. https://doi.org/10.3208/sandf.42.3_63
  16. Hyodo, M., Murata, H., Yasufuku, N. and Fuji, T. (1991), "Undrained cyclic shear strength and residual shear strain of saturated sand by cyclic triaxial tests", Soils Found., 31(3), 60-76. https://doi.org/10.3208/sandf1972.31.3_60
  17. Hyodo, M., Nakata, Y., Aramaki, N., Hyde, A.F.L. and Inoue, S. (2000), "Liquefaction and particle crushing of soil", Proceedings of 12th World Conference on Earthquake Engineering, Auckland, New Zealand, January.
  18. Hyodo, M., Nakata, Y., Yoshimoto, N. and Ebinuma, T. (2005), "Basic research on the mechanical behavior of methane hydratesediments mixture", Soils Found., 45(1), 75-85. https://doi.org/10.3208/sandf.45.75
  19. Hyodo, M., Wu, Y., Aramaki, N. and Nakata, Y. (2017b) "Undrained monotonic and cyclic shear response and particle crushing of silica sand at low and high pressures", Can. Geotech. J., 54(2), 204-215.
  20. Hyodo, M., Wu, Y., Kajiyama, S., Yoshimoto, N. and Nakata, Y. (2017a) "Effect of fines on the compression behaviour of poorly graded silica sand", Geomech. Eng., 12(1), 127-138. https://doi.org/10.12989/gae.2017.12.1.127
  21. Ishihara, K., Tatsuoka, F. and Yasuda, S. (1975), "Undrained deformation and liquefaction of sand under cyclic stresses", Soils Found., 15(1), 29-44. https://doi.org/10.3208/sandf1972.15.29
  22. Konstadinou, M. and Georgiannou, V.N. (2013), "Cyclic Behaviour of loose anisotropically consolidated Ottawa sand under undrained torsional loading", Geotechnique, 63(13), 1144-1158. https://doi.org/10.1680/geot.12.P.145
  23. Lade, P.V. and Yamamuro, J.A. (1997), "Effects of nonplastic fines on static liquefaction of sands", Can. Geotech. J., 34(6), 918-928. https://doi.org/10.1139/t97-052
  24. Lade, P.V., Yamamuro, J.A. and Bopp, P.A. (1996), "Significance of particle crushing in granular materials", J. Geotech. Geoenviron. Eng., 122(4), 309-316. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(309)
  25. Lopez-Querol, S. and Coop, M.R. (2012), "Drained cyclic behaviour of loose Dogs Bay sand", Geotechnique, 62(4), 281-289. https://doi.org/10.1680/geot.8.P.105
  26. Mao, X. and Fahey, M. (2003), "Behaviour of calcareous soils in undrained cyclic simple shear", Geotechnique, 53(8), 715-727. https://doi.org/10.1680/geot.2003.53.8.715
  27. Marsal, R.J. (1967), "Large-scale testing of rockfill materials", J. Soil Mech. Found. Div., 93(2), 27-43.
  28. Marsal, R.J. (1973), Mechanical Properties of Rockfill, In Embankment Dam Engineering.
  29. Miura, N. and Toyotoshi, Y. (1975), "Effect of water on the behavior of a quartz-rich sand under high stresses", Soils Found., 15(4), 23-34. https://doi.org/10.3208/sandf1972.15.4_23
  30. Mohamad, R. and Dobry, R. (1986), "Undrained monotonic and cyclic triaxial strength of sand", J. Geotech. Eng., 112(10), 941-958. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:10(941)
  31. Murthy, T.G., Loukidis, D., Carraro, J.A.H., Prezzi, M. and Salgado, R. (2007), "Undrained monotonic response of clean and silty sands", Geotechnique, 57(3), 273-288. https://doi.org/10.1680/geot.2007.57.3.273
  32. Nakata, Y., Hyodo, M., Hyde, A.F.L., Kato, Y. and Murata, H. (2001), "Microscopic particle crushing of sand subjected to high pressure one-dimensional compression", Soils Found., 41(1), 69-82. https://doi.org/10.3208/sandf.41.69
  33. Porcino, D., Caridi, G. and Ghionna, V.N. (2008), "Undrained monotonic and cyclic simple shear behaviour of carbonate sand", Geotechnique, 58(8), 635-644. https://doi.org/10.1680/geot.2007.00036
  34. Qadimi, A. and Coop, M.R. (2007), "The undrained cyclic behaviour of a carbonate sand", Geotechnique, 57(9), 739-750. https://doi.org/10.1680/geot.2007.57.9.739
  35. Salem, M., Elmamlouk, H. and Agaiby, S. (2013), "Static and cyclic behavior of north coast calcareous sand in Egypt", Soil Dyn. Earthq. Eng., 55, 83-91. https://doi.org/10.1016/j.soildyn.2013.09.001
  36. Seed, H.B. and Lee, K.L. (1966), "Liquefaction of saturated sands during cyclic loading", J. Soil Mech. Found. Div., 92(6), 105-134.
  37. Vaid, Y.P. and Thomas, J. (1995), "Liquefaction and postliquefaction behaviour of sand", J. Geotech. Eng., 121(2), 163-173. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:2(163)
  38. Vaid, Y.P., Stedman, J.D. and Sivathayalan, S. (2001), "Confining stress and static shear effects in cyclic liquefaction", Can. Geotech. J., 38(3), 580-591. https://doi.org/10.1139/t00-120
  39. Wu, Y., Yamamoto, H. and Yao, Y.P. (2013), "Numerical study on bearing behavior of pile considering sand particle crushing", Geomech. Eng., 5(3), 241-261. https://doi.org/10.12989/gae.2013.5.3.241
  40. Yasufuku, N., Murata, H. and Hyodo, M. (1991), "Yield characteristics of anisotropically consolidated sand under low and high stresses", Soils Found., 31(1), 95-109. https://doi.org/10.3208/sandf1972.31.95
  41. Yi, T.H., Li, H.N. and Gu, M. (2011), "Characterization and extraction of global positioning system multipath signals using an improved particle-filtering algorithm", Meas. Sci. Technol., 22(7), 075101. https://doi.org/10.1088/0957-0233/22/7/075101
  42. Yi, T.H., Li, H.N. and Gu, M. (2012b). "Effect of different construction materials on propagation of GPS monitoring signals", Measurement, 45(5), 1126-1139. https://doi.org/10.1016/j.measurement.2012.01.027
  43. Yi, T. H., Li, H. N. and Zhao, X.Y. (2012a), "Noise smoothing for structural vibration test signals using an improved wavelet thresholding technique", Sensors, 12(8), 11205-11220. https://doi.org/10.3390/s120811205
  44. Yoshimoto, N., Orense, R.P., Hyodo, M. and Nakata, Y. (2014), "Dynamic behavior of granulated coal ash during earthquakes", J. Geotech. Geoenviron. Eng., 140(2), 04013002. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000986
  45. Yoshimoto, N., Wu, Y., Hyodo, M. and Nakata, Y. (2016), "Effect of relative density on the shear behaviour of granulated coal ash", Geomech. Eng., 10(2), 207-224. https://doi.org/10.12989/gae.2016.10.2.207

피인용 문헌

  1. Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses vol.2019, pp.None, 2018, https://doi.org/10.1155/2019/2048958