Open Access
E3S Web Conf.
Volume 92, 2019
7th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)
Article Number 09002
Number of page(s) 6
Section Geomaterial Behaviour: Particle Crushing, Destructuration
Published online 25 June 2019
  1. Sangrey, D., Naturally cemented sensitive soils. Geotechnique, 1972. 22(1): p. 139-152. [CrossRef] [Google Scholar]
  2. Maccarini, M., Laboratory studies for a weakly bonded artificial soil. 1987. [Google Scholar]
  3. Cuccovillo, T. and M.R. Coop, Yielding and pre-failure deformation of structured sands. Géotechnique, 1997. 47(3): p. 491-508. [CrossRef] [Google Scholar]
  4. Amorosi, A. and S. Rampello, An experimental investigation into the mechanical behaviour of a structured stiff clay. Géotechnique, 2007. 57(2): p. 153-166. [CrossRef] [Google Scholar]
  5. Leroueil, S. and P.R. Vaughan, The general and congruent effects of structure in natural soils and weak rocks. Géotechnique, 1990. 40(3): p. 467-488. [CrossRef] [Google Scholar]
  6. Lagioia, R. and R. Nova, An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Géotechnique, 1995. 45(4): p. 633-648. [CrossRef] [Google Scholar]
  7. Cuccovillo, T. and M.R. Coop, On the mechanics of structured sands. Géotechnique, 1999. 49(6): p. 741-760. [CrossRef] [Google Scholar]
  8. Schofield, A. and P. Wroth, Critical state soil mechanics. Vol. 310. 1968: McGraw-Hill London. [Google Scholar]
  9. Wesley, L.D., Discussion: Structural behaviour of residual soils of the continually wet Highlands of Papua New Guinea. Géotechnique, 1974. 24(1): p. 101-106. [CrossRef] [Google Scholar]
  10. Coop, M. and J. Atkinson, The mechanics of cemented carbonate sands. Geotechnique, 1993. 43(1): p. 53-67. [Google Scholar]
  11. Alvarado, G., M.R. Coop, and S. Willson, On the role of bond breakage due to unloading in the behaviour of weak sandstones. Géotechnique, 2012. 62(4): p. 303-316. [CrossRef] [Google Scholar]
  12. Marri, A., D. Wanatowski, and H. Yu, Drained behaviour of cemented sand in high pressure triaxial compression tests. Geomechanics and Geoengineering, 2012. 7(3): p. 159-174. [CrossRef] [Google Scholar]
  13. Lorenzo, G.A. and D.T. Bergado, Fundamental parameters of cement-admixed clay-New approach. Journal of geotechnical and geoenvironmental engineering, 2004. 130(10): p. 1042-1050. [CrossRef] [Google Scholar]
  14. Terzaghi, K., R.B. Peck, and G. Mesri, Soil mechanics in engineering practice. 1996: John Wiley & Sons. [Google Scholar]
  15. Been, K., M. Jefferies, and J. Hachey, Critical state of sands. Geotechnique, 1991. 41(3): p. 365-381. [Google Scholar]
  16. Pestana, J.M. and A. Whittle, Compression model for cohesionless soils. Géotechnique, 1995. 45(4): p. 611-631. [CrossRef] [Google Scholar]
  17. Jefferies, M. and K. Been, Implications for critical state theory from isotropic compression of sand. Géotechnique, 2000. 50(4): p. 419-429. [CrossRef] [Google Scholar]
  18. Lade, P.V., C. Liggio, and J.A. Yamamuro, Effects of non-plastic fines on minimum and maximum void ratios of sand. Geotechnical testing journal, 1998. 21: p. 336-347. [CrossRef] [Google Scholar]
  19. Cubrinovski, M. and K. Ishihara, Maximum and minimum void ratio characteristics of sands. Soils and foundations, 2002. 42(6): p. 65-78. [CrossRef] [Google Scholar]
  20. Chuhan, F.A., et al., Experimental compression of loose sands: relevance to porosity reduction during burial in sedimentary basins. Canadian Geotechnical Journal, 2003. 40(5): p. 995-1011. [CrossRef] [Google Scholar]
  21. Nakata, Y., et al., Microscopic particle crushing of sand subjected to high pressure one-dimensional compression. Soils and foundations, 2001. 41(1): p. 69-82. [CrossRef] [Google Scholar]
  22. Hardin, B.O., 1-D strain in normally consolidated cohesionless soils. Journal of Geotechnical Engineering, 1987. 113(12): p. 1449-1467. [CrossRef] [Google Scholar]
  23. Meidani, M., C.S. Chang, and Y. Deng, On active and inactive voids and a compression model for granular soils. Engineering Geology, 2017. 222: p. 156-167. [Google Scholar]
  24. Mesri, G. and B. Vardhanabhuti, Compression of granular materials. Canadian Geotechnical Journal, 2009. 46(4): p. 369-392. [Google Scholar]
  25. Nakata, A., et al., A probabilistic approach to sand particle crushing in the triaxial test. Géotechnique, 1999. 49(5): p. 567-583. [CrossRef] [Google Scholar]
  26. Yet, N.S., Time-dependent behavior of piles in sand. 1998, National University of Singapore: Singapore. [Google Scholar]
  27. Marinos, P. and E. Hoek, Estimating the geotechnical properties of heterogeneous rock masses such as flysch. Bulletin of engineering geology and the environment, 2001. 60(2): p. 85-92. [CrossRef] [Google Scholar]
  28. Regenauer-Lieb, K., et al., New Generation of Hoek Cells. Geotechnical Testing Journal, 2018. 42(3). [Google Scholar]

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