Stress-path dependency of resilient behaviour of granular materials

References

• Adu-Osei, A., Lytton, R.L. and Little, D.N., 2000. System identification method for determining the anisotropic resilient properties of unbound aggregates bases. In: R.A.Dawson, ed. Unbound aggregates in road construction. Rotterdam: Balkema, 249–256.
   Google Scholar
• Allen, J.J. and Thompson, M.R., 1974. Resilient response of granular materials subjected to time dependent lateral stresses. In: Transportation research record, 510. Washington, DC: Transportation Research Board of the National Academies, 1–13.
   Google Scholar
• AnhDan, L., Koseki, J. and Sato, T., 2006. Evaluation of quasi-elastic properties of gravel using a large-scale true triaxial apparatus. Geotechnical Testing Journal, 29, 374–384.
   Web of Science ®Google Scholar
• Asphalt Institute, 1997. Soils manual for the design of asphalt pavement structures, MS-10. College Park, MD: The Asphalt Institute.
   Google Scholar
• ASTM, 2001. Annual book of American society for testing and materials (ASTM) standards. West Conshohocken, PA: American Society for Testing and Materials, ASTM International.
   Google Scholar
• Austroads, 2012. Development of a nonlinear finite element pavement response to load model, A4, AP-T199-12. Sydney: Austroads Incorporated.
   Google Scholar
• Brown, S.F. and Hyde, A.F.L., 1975. Significance of cyclic confining stress in repeated-load triaxial testing of granular material. In: Transportation research record 537. Washington, DC: Transportation Research Board of the National Academies, 49–58.
   Google Scholar
• Desai, C.S. and Siriwardane, H.J., 1984. Constitutive laws for engineering materials with emphasis on geologic materials. Englewood Cliffs, NJ: Prentice-Hall, Inc.
   Google Scholar
• Drevin, G.R. and Vincent, L., 2002. Granulometric determination of sedimentary rock particle roundness. In: Proceedings of the international symposium on mathematical morphology. Sydney: CSIRO Publications.
   Google Scholar
• Jiang, G.L., et al., 1997. Inherent and stress-state induced anisotropy in very small strain stiffness of a sandy gravel. Géotechnique, 47 (3), 509–521.
   Web of Science ®Google Scholar
• Karasehin, M. and Dawson, A.R., 2000. Anisotropic characteristics of granular material. In: Unbound aggregates in road construction. Rotterdam: Balkema.
   Google Scholar
• Kim, S., et al., 2005. Prediction of anisotropic resilient responses for unbound granular layer considering aggregate physical properties and moving wheel load. In: 13th ICAR annual symposium, aggregates: asphalt concrete, Portland cement concrete, bases and fines. Austin, TX.
   Google Scholar
• Lekarp, F., Isacsson, U. and Dawson, A., 2000. State of the art. I: resilient response of unbound aggregates. Journal of Transportation Engineering, 126, 66–75.
   Web of Science ®Google Scholar
• Liu, Y., 2010. Stress-path dependency of resilient behaviour of granular materials. Thesis (PhD), McMaster University.
   Google Scholar
• NCHRP, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures, Project 1-37A. Transportation Research Board. Available from: www.trb.org.mepdg.guide.htm.
   Google Scholar
• Pickering, D.J., 1970. Anisotropic elastic parameters for soil. Géotechnique, 20 (3), 271–276.
   Web of Science ®Google Scholar
• Seyhan, U. and Tutumluer, E., 2002. Anisotropic modular ratios as unbound aggregate performance indicators. Journal of Materials in Civil Engineering, 14 (5), 409–416.
   Web of Science ®Google Scholar
• Seyhan, U. and Tutumluer, E., 2005. Anisotropic aggregate base input for mechanistic pavement analysis considering effects of moving wheel load. Journal of Materials in Engineering, ASCE, 17 (5), 505–512.
   Web of Science ®Google Scholar
• Stolle, D.F.E., Guo, P. and Liu, Y., 2009. Resilient modulus properties of granular highway materials. Canadian Journal of Civil Engineering, 36, 639–654.
   Web of Science ®Google Scholar
• Tutumluer, E., Mishra, D., and Butt, A.A., 2009. Characterization of Illinois aggregates for subgrade replacement and subbase. Federal Highway Administration Report FHWA-ICT-09-060. Washington, DC: Illinois Center for Transportation at Urbana-Champaign.
   Google Scholar
• Tutumluer, E. and Seyhan, U., 1997. Anisotropic modelling of granular bases in flexible pavement. In: Transportation research record 1577. Washington, DC: Transportation Research Board of the National Academies, 18–26.
   Google Scholar
• Tutumluer, E. and Seyhan, U., 2000. Effects of fines content on the anisotropic response and characterization of unbound aggregates bases. In: R.A.Dawson, ed. Unbound aggregates in road construction. Rotterdam: Balkema, 153–160.
   Google Scholar
• Tutumluer, E. and Seyhan, U., 2004. Characterization of cross-anisotropic aggregate base behavior from stress path tests. In: E.Tutumluer, Y.M.Najjar and E.Masad, eds. Recent advances in materials characterization and modeling of pavement systems. ASCE Geotechnical Special Publication No. 123, 18–34.
   Google Scholar
• Uzan, J., 1985. Characterization of granular materials. In: Transportation research record 1022. Washington, DC: Transportation Research Board of the National Academies, 52–59.
   Google Scholar