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All issues Volume 544 (2024) E3S Web of Conf., 544 (2024) 06002 References
Open Access
Issue
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
Article Number 06002
Number of page(s) 11
Section Behaviour, Characterization and Modelling of Various Geomaterials and Interfaces - Constitutive Modelling of Geomaterials
DOI https://doi.org/10.1051/e3sconf/202454406002
Published online 02 July 2024
  1. Baziar, M.H., and H. Sharafi. 2011. “Assessment of silty sand liquefaction potential using hollow torsional tests – An energy approach.” Soil Dynamics and Earthquake Engineering, vol. 31, pp. 857–865. [CrossRef] [Google Scholar]
  2. Been, K., and M. G. Jefferies. 1985. “A state parameter for sands”. Géotechnique, vol. 35, no.2, pp. 99–112. [CrossRef] [Google Scholar]
  3. Bishop, A.W. and A.K.G. Eldin. 1953. “The effect of stress history on the relation between ϕ and the porosity in sand.” In Proc. 3rd Int. Conf. Soil Mech. & Found. Eng., Switzerland, vol. 1, pp. 100–105. [Google Scholar]
  4. Bolton, M.D. 1986. “The strength and dilatancy of sands.” Géotechnique, vol. 36, no. 1, pp. 65–78. [CrossRef] [Google Scholar]
  5. Chakraborty, T., and R. Salgado. 2010. “Dilatancy and shear strength of sand at low confining pressures.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, vol. 136, no. 3, pp. 527–532. [CrossRef] [Google Scholar]
  6. Dafalias, Y. F., and M. Manzari. 2004. “Simple plasticity sand model accounting for fabric change effects.” Journal of Engineering Mechanics, vol. 130, no. 6, pp. 622–634. [CrossRef] [Google Scholar]
  7. Y. F. Dafalias and M. Taiebat. 2016. “Sanisand-z: zero elastic range sand plasticity model.” Géotechnique, vol. 66, no. 12, pp. 999–1013. [CrossRef] [Google Scholar]
  8. De Silva, L., J. Koseki, S. Wahyudi, and Sato, T. 2014. “Stressdilatancy relationships of sand in the simulation of volumetric behavior during cyclic torsional shear loadings.” Soils and Foundations, vol. 54, no. 4, pp. 845–858. [CrossRef] [Google Scholar]
  9. Duque, J. M. Tafili, G. Seidalinov, D. Masain, and W. Fuentes. 2022. “Inspection of four advanced constitutive models for fine-grained soils under monotonic and cyclic loading.” Acta Geotechnica. DOI: 10.1007/s11440-021-01437-w [Google Scholar]
  10. Frossard, E. 1979. “Effects of sand grain shape on interpar-ticle friction; indirect measurements by Rowe’s stress dilatancy theory.” Géotechnique, vol. 29, no. 3, pp. 341–350. [CrossRef] [Google Scholar]
  11. Fuentes, W., M. Tafili, and T. Triantafyllidis. 2018. “An ISAplasticity-based model for viscous and non-viscous clays.” Acta Geotechnica, vol. 13, no. 3, pp. 367–386. [Google Scholar]
  12. Fuentes, W., and Th. Triantafyllidis. 2015. ISA model: A constitutive model for soils with yield surface in the intergranular strain space. International Journal for Numerical and Analytical Methods in Geomechanics, vol. 39, no. 11, pp. 1235–1254. [CrossRef] [Google Scholar]
  13. Fuentes Lacouture, W.M. 2014. “Contributions in Mechani-cal Modelling of Fill Materials.” Dissertation, Institute for Soil Mechanics and Rock Mechanics, Karlsruhe Institute of Technology (KIT), no. 179. [Google Scholar]
  14. Georgiannou, V.N., and A. Tsomokos. 2008. “Comparison of two fine sands under torsional loading.” Canadian Geotechnical Journal, vol. 45, pp. 1659–1672. [CrossRef] [Google Scholar]
  15. C.E. Grandas Tavera, Th. Triantafyllidis, and L. Knittel. 2020. “A constitutive model with a historiotropic yield surface for sands.” In Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice, pp. 13–43, editor Th. Triantafyllidis, Springer. [Google Scholar]
  16. Baziar, M.H., and H. Sharafi. 2011. “Assessment of silty sand liquefaction potential using hollow torsional tests – An energy approach.” Soil Dynamics and Earthquake Engineering, vol. 31, pp. 857–865. [CrossRef] [Google Scholar]
  17. Been, K., and M. G. Jefferies. 1985. “A state parameter for sands”. Géotechnique, vol. 35, no.2, pp. 99–112. [CrossRef] [Google Scholar]
  18. Bishop, A.W. and A.K.G. Eldin. 1953. “The effect of stress history on the relation between ϕ and the porosity in sand.” In Proc. 3rd Int. Conf. Soil Mech. & Found. Eng., Switzerland, vol. 1, pp. 100–105. [Google Scholar]
  19. Bolton, M.D. 1986. “The strength and dilatancy of sands.” Géotechnique, vol. 36, no. 1, pp. 65–78. [CrossRef] [Google Scholar]
  20. Chakraborty, T., and R. Salgado. 2010. “Dilatancy and shear strength of sand at low confining pressures.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, vol. 136, no. 3, pp. 527–532. [CrossRef] [Google Scholar]
  21. Dafalias, Y. F., and M. Manzari. 2004. “Simple plasticity sand model accounting for fabric change effects.” Journal of Engineering Mechanics, vol. 130, no. 6, pp. 622–634. [CrossRef] [Google Scholar]
  22. Y. F. Dafalias and M. Taiebat. 2016. “Sanisand-z: zero elastic range sand plasticity model.” Géotechnique, vol. 66, no. 12, pp. 999–1013. [CrossRef] [Google Scholar]
  23. De Silva, L., J. Koseki, S. Wahyudi, and Sato, T. 2014. “Stressdilatancy relationships of sand in the simulation of volumetric behavior during cyclic torsional shear loadings.” Soils and Foundations, vol. 54, no. 4, pp. 845–858. [CrossRef] [Google Scholar]
  24. Duque, J. M. Tafili, G. Seidalinov, D. Masain, and W. Fuentes. 2022. “Inspection of four advanced constitutive models for fine-grained soils under monotonic and cyclic loading.” Acta Geotechnica. DOI: 10.1007/s11440-021-01437-w [Google Scholar]
  25. Frossard, E. 1979. “Effects of sand grain shape on interpar-ticle friction; indirect measurements by Rowe’s stress dilatancy theory.” Géotechnique, vol. 29, no. 3, pp. 341–350. [CrossRef] [Google Scholar]
  26. Fuentes, W., M. Tafili, and T. Triantafyllidis. 2018. “An ISAplasticity-based model for viscous and non-viscous clays.” Acta Geotechnica, vol. 13, no. 3, pp. 367–386. [Google Scholar]
  27. Fuentes, W., and Th. Triantafyllidis. 2015. ISA model: A constitutive model for soils with yield surface in the intergranular strain space. International Journal for Numerical and Analytical Methods in Geomechanics, vol. 39, no. 11, pp. 1235–1254. [CrossRef] [Google Scholar]
  28. Fuentes Lacouture, W.M. 2014. “Contributions in Mechani-cal Modelling of Fill Materials.” Dissertation, Institute for Soil Mechanics and Rock Mechanics, Karlsruhe Institute of Technology (KIT), no. 179. [Google Scholar]
  29. Georgiannou, V.N., and A. Tsomokos. 2008. “Comparison of two fine sands under torsional loading.” Canadian Geotechnical Journal, vol. 45, pp. 1659–1672. [CrossRef] [Google Scholar]
  30. C.E. Grandas Tavera, Th. Triantafyllidis, and L. Knittel. 2020. “A constitutive model with a historiotropic yield surface for sands.” In Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice, pp. 13–43, editor Th. Triantafyllidis, Springer. [Google Scholar]
  31. Rowe, P.W. 1962. “The stress-dilatancy relation for static equilibrium of an assembly of particles in contact.” Proceedings of the Royal Society London, Ser. A, vol. 269, pp. 500–527. [Google Scholar]
  32. Schanz, T., and P.A. Vermeer 1996. “Angles of friction and dilatancy of sand.” Géotechnique, vol. 46, no. 1, pp. 145–151. [CrossRef] [Google Scholar]
  33. Shahnazari, H., and I. Towhata. 2002. “Torsion shear tests on cyclic stress-dilatancy relationship of sand.” Soils and Foundations, vol. 42, no. 1, pp. 105–119. [CrossRef] [Google Scholar]
  34. Simo, J. and T. Hughes. 1998. “Computational inelasticity.” Springer, New York. [Google Scholar]
  35. Tafili, M. 2020. “On the Behaviour of Cohesive Soils: Constitutive Description and Experimental Observations. PhD thesis, Institute of Soil Mechanics and Rock Mechanics, Karlsruhe Institute of Technology. [Google Scholar]
  36. Tafili, M., G. Medicus, M. Bode, and W. Fellin. 2022. Comparison of two small-strain concepts: Isa and intergranular strain applied to barodesy. Acta Geotechnica. DOI: 10.1007/s11440-022-01454-3 [Google Scholar]
  37. Tafili, M., and T. Triantafyllidis. 2020. AVISA: anisotropic visco-ISA model and its performance at cyclic loading. Acta Geotechnica, vol. 15, pp. 2395–2413. [CrossRef] [Google Scholar]
  38. Taiebat, M., and Y. F. Dafalias. 2007. “SaniSand: Simple anisotropic sand plasticity model.” International Journal for numerical and analytical methods in geomechanics, vol. 32, no. 8, pp. 915–946. [Google Scholar]
  39. Tatsuoka, F. 1976. “Stress-dilatancy relations of anisotropic sands in three dimensional stress condition.” Soils and Foundations, vol. 16, no. 2, pp. 1–18. [CrossRef] [Google Scholar]
  40. Tatsuoka, F. 1987. “Discussion of “The strength and dilatancy of sands” by M.D. Bolton.” Géotechnique, vol. 7, no. 2, pp. 219–225. [Google Scholar]
  41. Tatsuoka, F., K. Ochi, S. Fujii, and M. Okamoto. 1986. “Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods.” Soils and Foundations, vol. 26, no. 3, pp. 23–41. [CrossRef] [Google Scholar]
  42. Taylor, D.W. 1948. “Fundamentals of soil mechanics.” Wiley, New York. [Google Scholar]
  43. Tokue, T. 1979. “Deformation behaviours of dry sand under cyclic loading and a stress-dilatancy model.” Soils and Foundations, vol. 19, no. 2, pp. 63–78. [Google Scholar]
  44. Vaid, Y.P. and S. Sasitharan. 1992. “The strength and dilatancy of sand.” Canadian Geotechnical Journal, vol. 29, pp. 522–526. [CrossRef] [Google Scholar]
  45. Wolffersdorff, P.-A. von. 1996 “A hypoplastic relation for granular materials with a predefined limit state surface.” Mechanics of Cohesive-Frictional Materials, vol. 1, pp. 251–271. [CrossRef] [Google Scholar]
  46. Wan, R.G. and P.J. Guo. 1999. “A pressure and density dependent dilatancy model for granular materials.” Soils and Foundations, vol. 39, no. 6, pp. 1–11. [CrossRef] [Google Scholar]
  47. Wan, R.G. and P.J. Guo. 2004. “Stress dilatancy and fabric dependencies on sand behavior.” Journal of Engineering Mechanics, vol. 130, no. 6, pp. 635–645. [CrossRef] [Google Scholar]
  48. Wichtmann, T., W. Fuentes, and T. Triantafyllidis. 2019. Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA. Soil Dynamics and Earthquake Engineering, vol. 124, pp. 172–183. [CrossRef] [Google Scholar]
  49. Yamashita, S. and S. Toki. 1993. Effects of fabric anisotropy of sand on cyclic undrained triaxial and torsional strengths. Soils and Foundations, vol. 33, no. 3, vol. 92–104. [CrossRef] [Google Scholar]
  50. Yoshimine, M., K. Ishihara, and W. Vargas. 1998. “Effects of principle stress direction and intermediate principal stress on undrained shear behavior of sand.” Soils and Foundations, vol. 38, no. 3, pp. 179–188. [CrossRef] [Google Scholar]

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